Updated on 2026/03/19

写真a

 
ABE Kazuhisa
 
Organization
Academic Assembly Institute of Science and Technology SEISAN DESIGN KOUGAKU KEIRETU Professor
Graduate School of Science and Technology Environmental Science and Technology Professor
Faculty of Engineering Department of Engineering Professor
Title
Professor
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Degree

  • 工学博士 ( 1991.5   東京工業大学 )

Research Areas

  • Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Civil engineering material, execution and construction management  / 土木工学

Research History (researchmap)

  • Niigata University   Faculty of Engineering Department of Engineering   Professor

    2017.4

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  • Niigata University   Graduate School of Science and Technology Environmental Science and Technology   Professor

    2010.4

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  • Niigata University   Faculty of Engineering Department of Civil Engineering and Architecture   Professor

    2008.11 - 2017.3

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  • Niigata University   Faculty of Engineering Department of Civil Engineering and Architecture   Associate Professor

    2004.4 - 2008.10

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  • Niigata University   Faculty of Engineering   Lecturer

    1990.1 - 1991.9

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  • Niigata University   Faculty of Engineering   Assistant

    1985.4 - 1990.9

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Research History

  • Niigata University   Faculty of Engineering Department of Engineering   Professor

    2017.4

  • Niigata University   Graduate School of Science and Technology Environmental Science and Technology   Professor

    2010.4

  • Niigata University   Graduate School of Science and Technology Environmental Science and Technology   Professor

    2010.4

  • Niigata University   Faculty of Engineering Department of Civil Engineering and Architecture   Professor

    2008.11 - 2017.3

  • Niigata University   Faculty of Engineering Department of Civil Engineering and Architecture   Associate Professor

    2004.4 - 2008.10

  • Niigata University   Faculty of Engineering   Lecturer

    1990.1 - 1991.9

  • Niigata University   Faculty of Engineering   Research Assistant

    1985.4 - 1990.9

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Professional Memberships

 

Papers

  • 種々の不確実性を考慮した軌道座屈発生件数の期待値解析 Reviewed

    阿部和久, 小坂拓斗, 紅露一寛

    第27回鉄道工学シンポジウム論文集   27   183 - 190   2023.7

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  • 地下鉄振動解析におけるモデル化の違いが応答解に及ぼす影響 Reviewed

    佐藤和輝, 阿部和久, 紅露一寛

    第27回鉄道工学シンポジウム論文集   27   123 - 130   2023.7

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  • An analytic solution of mathematical expectation for bogie-track interaction problems

    Yoshino,S. Abe, K. Koro,K

    Bulletin of the JSME, Mechanical Engineering Journal   10 ( 3 )   No.22-00300   2023.5

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    Authorship：Corresponding author   Language：English  

    DOI： 10.1299/mej.22-00300

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  • 列車走行による地下鉄トンネルのランダム振動解析 Reviewed

    阿部和久, 佐藤和輝, 紅露一寛

    土木学会論文集   79 ( 15 )   22-15020   2023.2

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  • トンネル掘削における地山物性値の早期推定法に関する検討 Reviewed

    滝沢壮太, 阿部和久, 若月和人, 椎谷成孝, 紅露一寛

    計算数理工学論文集   22   107 - 115   2022.12

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  • 有限長スラブ軌道の効率的分散解析法 Reviewed

    塚本夢菜, 阿部和久, 紅露一寛

    計算数理工学論文集   22   81 - 86   2022.12

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  • バラスト材の複数の材料物性値の空間的ばらつきを考慮したバラスト道床沈下解析法 Reviewed

    紅露一寛, 阿部和久

    鉄道工学シンポジウム論文集   26   259 - 266   2022.8

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  • 復元通り変位原波形に基づく軌道座屈予測に関する基礎的検討 Reviewed

    中田健太, 阿部和久, 紅露一寛

    鉄道工学シンポジウム論文集   26   89 - 96   2022.8

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  • パッド減衰が軌道分散特性に及ぼす影響 Reviewed

    阿部和久, 袴田翔太, 紅露一寛

    鉄道工学シンポジウム論文集   26   267 - 274   2022.8

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  • 井桁状まくらぎ敷設軌道のための車輪・軌道系連成振動解析法 Reviewed

    紅露一寛, 河野昭子, 阿部和久

    土木学会論文集A2   77 ( 2 )   I_239 - I_249   2022

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  • 軌道通り変位補正が座屈確率に及ぼす影響 Reviewed

    阿部和久, 新井優介, 紅露一寛

    計算数理工学論文集   21   45 - 50   2021.12

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  • まくらぎ2区間通過周波数における台車・軌道系共振の可能性に関する検討 Reviewed

    田中智貴, 阿部和久, 紅露一寛

    鉄道工学シンポジウム論文集   25   33 - 40   2021.7

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  • 通り変位と道床横抵抗力のバラツキを考慮した軌道座屈余裕度の確率的評価 Reviewed

    岩井 翔, 阿部和久, 紅露一寛

    鉄道工学シンポジウム論文集   25   69 - 76   2021.7

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  • バラスト道床における複数の材料物性値の空間的ばらつきを同時に考慮した軌道振動解析 Reviewed

    紅露一寛, 阿部和久

    鉄道工学シンポジウム論文集   25   225 - 232   2021.7

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  • 離散支持レール・走行二車輪連成系のパラメータ不安定性 Reviewed

    阿部和久, 中山智晴, 紅露一寛

    土木学会論文集A2(応用力学)   76 ( 2 )   I_57 - I_66   2021.1

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  • An effective three-dimensional track/tunnel/soil interaction analysis method for prediction of vibration and noise in a building Reviewed

    Abe, K, Yamada, K, Yamada, S, Furuta, M, Suehara, M, Yoshitake, S, Koro, K

    Noise and vibration mitigation for rail transportation systems   360 - 367   2021

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  • アンサンブル学習活用による付着塩分量推定の効率化に関する研究 Reviewed

    五十嵐浩司, 阿部和久, 山下将一

    AI・データサイエンス論文集   649 - 660   2021

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  • 通り変位波形におけるバラツキが軌道座屈強度の確率特性に及ぼす影響 Reviewed

    阿部和久, 水野雄太, 紅露一寛

    鉄道工学シンポジウム論文集   24   167 - 174   2020.7

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  • 機械学習活用による付着塩分量推定の効率化に関する検討 Reviewed

    五十嵐浩司, 阿部和久

    AI・データサイエンス論文集   1 ( J1 )   349 - 358   2020

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  • 軌道状態が通り変位軸力測定法の推定精度に及ぼす影響 Reviewed

    佐藤拓郎, 阿部和久, 清水彰久, 紅露一寛

    鉄道工学シンポジウム論文集   23   253 - 260   2019

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  • 地下鉄軌道構造が近接建物内の振動・騒音に及ぼす影響の解析的評価 Reviewed

    山田高也, 山田壮太, 阿部和久, 古田 勝, 末原美智子, 吉武 翔, 紅露一寛

    鉄道工学シンポジウム論文集   23   275 - 282   2019

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  • 三次元電気探査法に基づくトンネル切羽前方地山推定手法の改善 Reviewed

    竹内 新, 阿部和久, 椎谷成孝, 紅露一寛

    計算数理工学論文集   19   43 - 48   2019

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  • A monitoring method for mechanical condition of track using rail lateral displacement data obtained with commercial trains Reviewed

    Kazuhisa Abe, Takuro Sato, kihisa Shimizu, Kazuhiro Koro

    WCRR2019   2019

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  • An Efficient Three-Dimensional Track/Tunnel/Soil Interaction Analysis Method for Prediction of Vibration and Noise in a Building

    Kazuhisa Abe, Koya Yamada, Sota Yamada, Masaru Furuta, Michiko Suehara, Sho Yoshitake, Kazuhiro Koro

    IWRN13   2019

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  • Polynomial chaos 展開を用いた確率有限要素法によるバラスト材の力学挙動の空間的ばらつきを考慮した道床沈下解析 Reviewed

    紅露一寛, 上平健太, 阿部和久

    計算数理工学論文集   19   55 - 60   2019

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  • トンネル発破解析を対象とした3次元個別要素法の計算効率化 Reviewed

    今野真精, 阿部和久, 若月和人, 紅露一寛

    計算数理工学論文集   18   29 - 34   2018

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  • 通り変位測定データを用いた軌道力学状態推定に関する基礎的検討 Reviewed

    阿部和久, 千葉 颯兵, 佐藤拓郎, 小松佳弘, 紅露 一寛

    鉄道工学シンポジウム論文集   22   107 - 114   2018

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  • A FE-based 2-D ballast settlement analysis of railway track with a rail joint

    Kazuhiro Koro, Kazuhisa Abe

    Railways2018   2018

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  • A theoretical study on a rail stress monitoring method using rail lateral displacement observed by commercial trains

    Kazuhisa Abe, Sohei Chiba, Yoshihiro Komatsu, Kazuhiro Koro

    Railways2018   2018

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  • 地下鉄トンネル・地盤連成系の三次元加振応答解析 Reviewed

    阿部和久, 山田高也, 古田 勝, 末原美智子, 紅露一寛

    土木学会論文集A2   74 ( 2 )   I_523 - I_534   2018

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  • The influence of thermal dependency of pad stiffness on the measurement of rail axial load based on a vibration method Reviewed

    Takahashi, H, Abe, K, Urakawa, F, Koro, K

    International Journal of Railway Technology   7 ( 4 )   23 - 43   2018

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  • 軌道の構成部材の形状特性値および物性値の空間ばらつきに起因する軌道振動応答の変動量の評価 Reviewed

    紅露一寛, 渡邉あゆみ, 阿部和久

    計算数理工学会論文集   17   37 - 42   2017

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  • 心抜き自由面発破の個別要素解析と振動低減効果の解明 Reviewed

    若月和人, 齋藤 優, 阿部和久, 紅露一寛

    土木学会論文集F1   72 ( 3 )   I_16 - I_27   2017

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  • 等間隔に欠陥が存在する周期場を対象とした効率的分散解析手法 Reviewed

    阿部和久, 筧 拓哉, 紅露一寛

    土木学会論文集A2   73 ( 2 )   I_133 - I_141   2017

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  • 比抵抗トモグラフィによるトンネル切羽前方の三次元地山構造推定 Reviewed

    佐々木丈, 阿部和久, 椎谷成孝, 今村大介, 紅露一寛

    計算数理工学会論文集   17   71 - 76   2017

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  • 離散支持されたレールの時間域伝達境界 Reviewed

    阿部和久, 戸田大介, 紅露一寛

    計算数理工学会論文集   17   59 - 64   2017

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  • 風向を考慮した3次元数値解析によるコンクリート橋の付着塩分量推定

    山下将一, 富山潤, 阿部和久, 佐伯竜彦, 紅露一寛

    コンクリート構造物の補修,補強,アップグレード論文報告集   17   2017

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  • Improvement of accuracy of method for measuring axial force of rail based on natural frequency Reviewed

    Fumihiro Urakawa, Kazuhisa Abe, Hiroshi Takahashi

    Quarterly Report of RTRI (Railway Technical Research Institute)   57 ( 2 )   125 - 132   2016.5

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    Language：English   Publishing type：Research paper (scientific journal)   Publisher：Ken-yusha Inc.  

    DOI： 10.2219/rtriqr.57.2_125

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  • Time domain transmitting boundary for discretely supported rail

    Abe, K, Toda, D, Koro, K

    IWRN12   2016

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  • 欠陥を等間隔に配置した周期層の波動透過解析 Reviewed

    筧 拓哉, 阿部和久, 紅露一寛, Pher Errol Balde Quinay

    土木学会論文集A2   72 ( 2 )   I_197 - I_206   2016

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  • 軌道の状態を考慮した固有振動によるロングレール軸力測定法の検討 Reviewed

    浦川文寛, 阿部和久, 高橋 寛

    鉄道工学シンポジウム論文集   20   1 - 8   2016

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  • Influence of spatial variation of Young's modulus of ballast material on ballast settlement analysis based on cyclic densification elastoplastic model Reviewed

    16   7 - 12   2016

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    Language：Japanese  

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  • Cyclic densificationモデルを用いた道床沈下解析における材料パラメータの変動の影響評価 Reviewed

    紅露一寛, 林 栞菜, 阿部和久

    鉄道工学シンポジウム論文集   20   177 - 184   2016

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  • AN EXPERIMENT OF CONTROLED BLASTING WITH CONTINUOUS SLOT AND ITS NUMERICAL SIMULATION BY THE DISTINCT ELEMENT METHOD Reviewed

    WAKATSUKI Kazuhito, SAITO Yutaka, ABE Kazuhisa, KORO Kazuhiro

    Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering)   71 ( 3 )   I_1 - I_10   2015

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    Language：Japanese   Publisher：Japan Society of Civil Engineers  

    The Blasting vibration can be reduced substantially by the employment of the controled blasting with continuous slot. Despite of this capability, the behavior concerning the dynamic fracture and vibration during the blasting process have not been clarified, and a numerical analysis method which can estimate these phenomena appropriately has not been developed. We propose a DEM-based analysis method which simulates the dynamic process consisting of both dynamic fracture and vibration. In this study a blasting experiment is also achieved for concrete blocks. The developed numerical method is then applied to its simulation. Through these analyses, the validity of the present method is discussed.

    DOI： 10.2208/jscejte.71.I_1

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  • FE-based ballast settlement analysis considering wheel-track dynamic response

    Kazhiro Koro, Kazuhisa Abe

    STECH2015   2015   "3C12 - 1"-"3C12-9"   2015

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    Language：English   Publisher：The Japan Society of Mechanical Engineers  

    The FE-based coupling method with ballast settlement elastoplastic analysis and track vibration analysis considering unsupported sleepers is developed to accurately evaluate the sleeper-ballast interaction force in deteriorated track. The present method is used to investigate the evolution of the ballast settlement around a junction of concrete slab and ballast layer. In the analysis considering unsupported sleepers, the maximum of the sleeper-ballast interaction force at the sleeper away from the junction increases in progression of the number of loading cycles at higher rate than that without loose sleepers. A larger maximum force causes a larger permanent deformation of ballast layer. This is because the progression of ballast settlement leads to an increase in the number of unsupported sleepers in neighborhood of a supported sleeper.

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  • Influence of track conditions on the axial force measuring method of continuous welded rail based on the natural frequency

    Fumihiro Urakawa, Kazuhisa Abe, Hiroshi Takahashi

    STECH2015   2015   "2B24 - 1"-"2B24-11"   2015

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    Language：English   Publisher：The Japan Society of Mechanical Engineers  

    The axial force of a continuous welded rail(CWR) causing buckling and break of the rail should be controlled appropriately and adequately. In order to measure the axial force of the CWR quantitatively and in a simple manner, a method of presuming the axial force based on detection of the change of the natural frequency according to the axial force is developed. However, the accuracy of this method is insufficient because not only the axial force but the variations of track conditions such as the state of the rail and the rail fastening devices affect the natural frequency of the rail. In this paper, to investigate the influence of the variations in track conditions and its correction method for accurate measurement, we develop a finite element track model. Numerical experiments show that the wear of the rail head and the variation of the sleeper bays in the range of approximately 30 meters around the measuring point affect the natural frequency. Furthermore, we measured the axial force and the natural frequency of the CWR under various temperature conditions in an actual track and compared them with the numerical results. Through these analyses, it was confirmed that the axial force is in proportion to the natural frequency. Moreover, the consideration of the wear of the rail head and the variation of the sleeper bays in the track makes it possible to reproduce the difference of the absolute value of the natural frequency between two measurement points. By contrast, the sensitivity of the natural frequency to the axial force in the experiment is higher than that of the numerical results. Furthermore, the sensitivity of the experimental results in winter is higher than that in summer.

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  • ELASTIC WAVE TRANSMISSION THROUGH COMPOSITE LAYERS CONSISTING OF DIFFERENT PERIODICITIES Reviewed

    ABE Kazuhisa, KAKEHI Takuya, KORO Kazuhiro, QUINAY Pher Errol Balde

    Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))   71 ( 2 )   I_859 - I_867   2015

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    Language：Japanese   Publisher：Japan Society of Civil Engineers  

    This paper presents an FE-based elastic wave transmission analysis method for composite layers consisting of different periodicities. In particular, problems in which the ratio of lattice constants of both composite arrays is given by a rational number are considered. Under this condition, by the aid of the Floquet transform, the present problem is reduced to a dynamic response of a unit cell representing each periodic layer. The developed method is applied to wave transmission through composite layers formed by circular inclusions. Numerical results showed that a combination of composites having different stop bands contributes to the vibration attenuation.

    DOI： 10.2208/jscejam.71.I_859

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  • Influence of damping and rail stress on parametric instability of a wheel

    Kazuhisa Abe, Kyohei Hosaka, Kazuhiro Koro, Pher E.B. Quinay

    STECH2015   2015   "2A11 - 1"-"2A11-11"   2015

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    Language：English   Publisher：The Japan Society of Mechanical Engineers  

    Parametric instability of a wheel moving at a constant speed on a railway track is discussed. For this purpose, this paper presents an analytical formulation in which the damping is considered in rail supports. Since the dynamic behavior of a railway track depends on the rail axial load arising from the temperature change, this effect is also taken into account in the present mathematical model. Through numerical analyses, it is found that the eigenvalue which characterizes the quasi-steady-state dynamic reaction of the moving wheel and track is translated toward the positive imaginary number under the existence of damping. The range of unstable velocity is then narrowed by the introduction of dissipation into the track structure. Moreover, the critical damping at which the instability zone vanishes is obtained. Although the compressional rail stress reduces the instability speed, its contribution to the critical damping is insignificant.

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  • Dynamic response analysis of a periodic structure on a half-space subjected to incident waves

    Kazuhisa Abe, Shun Furusato, Pher Errol Balde Quinay, Kazuhiro Koro

    ICOME2015   2015

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  • Influence of thermal dependency of pad stiffness on measurement of rail load based on a vibration method

    Hiroshi Takahashi, Kazuhisa Abe, Fumihiro Urakawa, Kazuhiro Koro

    STECH2015   2015   "1B34 - 1"-"1B34-11"   2015

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    Language：English   Publisher：The Japan Society of Mechanical Engineers  

    A measuring method of rail axial load based on vibration modes is discussed. In particular, the influence of the thermal dependency of rubber pads on the natural frequency of the pinned-pinned mode is investigated. To this end, in the numerical track model a rotational spring is attached at each rail support. Through numerical experiments, it is found that the thermal dependency of the rotational stiffness dominates the sensitivity of the resonant frequency to the axial load, and its consideration is essential to simulate the dynamic nature of tracks. Furthermore, the identification of the temporal equivalent rotational stiffness reflecting the rail pad and fastener is attempted. Numerical results show that the identification using the ratio of bending moment to rotation angle of rail measured around the rail support has the best performance. In this case, the measurement with error of 0.1% is required to assure the identification accuracy of ±50kN.

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  • まくらぎの浮きを考慮した軌道・道床沈下連成解析 Reviewed

    相田真人, 紅露一寛, 阿部和久

    鉄道工学シンポジウム論文集   19   127 - 134   2015

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  • 軌道横変位共振による座屈誘発の可能性に関する解析的検討 Reviewed

    阿部和久, 丸山聖司, 紅露一寛

    鉄道工学シンポジウム論文集   19   21 - 28   2015

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  • DE-based numerical simulation of blasting experiment of a concrete box Reviewed

    15   19 - 24   2015

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    Language：Japanese  

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  • Dynamic instability of a wheel moving on a discretely supported infinite rail Reviewed

    Kazuhisa Abe, Yuusuke Chida, Pher Errol Balde Quinay, Kazuhiro Koro

    JOURNAL OF SOUND AND VIBRATION   333 ( 15 )   3413 - 3427   2014.7

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    Language：English   Publishing type：Research paper (scientific journal)  

    DOI： 10.1016/j.jsv.2014.03.027

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  • Influence of sleeper spacing on vibration and noise of railway tracks

    K. Abe, S. Batjargal, K. Koro

    PROCEEDINGS OF INTERNATIONAL CONFERENCE ON NOISE AND VIBRATION ENGINEERING (ISMA2014) AND INTERNATIONAL CONFERENCE ON UNCERTAINTY IN STRUCTURAL DYNAMICS (USD2014)   3385 - 3396   2014

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    Language：English   Publishing type：Research paper (international conference proceedings)  

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  • INFLUENCE OF SLEEPER SPACING ON THE VIBRATION AND NOISE PROPERTIES OF RAILWAYTRACK Reviewed

    Sodbilig Batjargal, Abe Kazuhisa, Koro Kazuhiro

    18   23 - 30   2014

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    Language：Japanese  

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  • VIBRATION REDUCTION BY HOLE ARRANGEMENT FOR TUNNEL BLASTING Reviewed

    14   1 - 6   2014

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  • 軌道の動的応答を考慮したcyclic dencificationモデルに基づくバラスト道床沈下解析法 Reviewed

    紅露一寛, 佐藤江美, 阿部和久

    鉄道工学シンポジウム論文集   18   1 - 6   2014

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  • Cyclic elastoplastic FEM with time-domain homogenization and extended subloading surface elastoplastic model for ballast settlement analysis Reviewed

    14   37 - 42   2014

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  • SENSITIVITY OF CRITICAL VELOCITY TO A MOVING LATERAL LOAD ALONG A RAILWAY TRACK Reviewed

    MARUYAMA Seiji, ABE Kazuhisa, KORO Kazuhiro

    Journal of applied mechanics   70 ( 2 )   I_971 - I_980   2014

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    Language：Japanese   Publisher：Japan Society of Civil Engineers  

    This paper investigates the influence of mechanical nonlinearity at the interface between the sleeper and ballast on the critical velocity of moving lateral load acting on an axially stressed rail. To this end, a mathematical model consisting of an elastic half-space and an infinite beam is considered. Taking into account the nonlinear stiffness in the interaction system, the critical velocity is derived via dispersion corves drown in the wavenumber-frequency space. The sensitivity of the critical velocity to the disturbance represented by a lateral moving load is revealed through theoretical discussion. Furthermore, in order to verify this phenomenon, steady-state solutions governed by the hysteresis property of the ballast material are obtained numerically for a compressed beam subjected to a moving load.

    DOI： 10.2208/jscejam.70.I_971

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  • Application of Haar wavelets to time-domain BEM for the transient scalar wave equation Reviewed

    Kazuhiro Koro, Kazuhisa Abe

    IOP Conference Series: Materials Science and Engineering   10 ( 1 )   2014

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    DOI： 10.1088/1757-899X/10/1/012222

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  • Cyclic deformation analysis using extended subloading surface elastoplastic model and time-domain homogenization method

    13   67 - 72   2013.11

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  • A level set-based shape optimization method for periodic sound barriers composed of elastic scatterers Reviewed

    Hiroshi Hashimoto, Min-Geun Kim, Kazuhisa Abe, Seonho Cho

    JOURNAL OF SOUND AND VIBRATION   332 ( 21 )   5283 - 5301   2013.10

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    DOI： 10.1016/j.jsv.2013.05.027

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  • Numerical and experimental study on measuring method of rail axial stress of continuous welded rails based on use of resonant frequency

    Akira Aikawa, Hirotaka Sakai, Kazuhisa Abe

    Quarterly Report of RTRI (Railway Technical Research Institute)   54 ( 2 )   118 - 125   2013.5

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    DOI： 10.2219/rtriqr.54.118

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  • DISTINCT ELEMENT ANALYSIS OF ROCK FRACTURE AND FRAGMENTATION DUE TO BLASTING WITH FREE FACE Reviewed

    13   61 - 66   2013

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  • APPLICATION OF FINITE ELEMENT METHOD WITH CYCLIC DENSIFICATION MODEL TO SETTLEMENT ANALYSIS OF RAILWAY BALLASTED TRACK Reviewed

    Sato Emi, Koro Kazuhiro, Abe Kazuhisa

    17   143 - 150   2013

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  • INFLUENCE OF MECHANICAL NQNLINEARITY IN RAILWAY TRACK ON RESONANT FREQUENCY-RAIL AXIAL LOAD RELATIONSHIP Reviewed

    Akutsu Tomohiro, Koro Kazuhiro, Abe Kazuhisa

    17   105 - 112   2013

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  • 面外定常波動問題における非直交waveletを用いた境界要素法の係数行列保存成分数 Reviewed

    紅露一寛, 阿部和久

    土木学会論文集, A2   69 ( 2 )   I_163 - I_173   2013

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  • 有限長周期杭が配置された地盤の表面波分散解析 Reviewed

    古里 駿, 阿部和久, 紅露一寛, P.E.B.Quinay

    土木学会論文集, A2   69 ( 2 )   I_799 - I_807   2013

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  • Resonant behavior of railway track having random sleeper spacing

    Kazuhisa Abe, Sodbilig Batjargal, Kazuhiro Koro

    Proc. of ASEM13   1903 - 1911   2013

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  • 8-337 Introduction to Engineering Education Program for Top Level Graduates Students

    YAMAUCHI Takeshi, NARUMI Takatsune, ABE Kazuhisa, OKA Tetsuo, TSUBOKAWA Norio, KANEKO Futao

    Proceedings of Annual Conference of Japanese Society for Engineering Education   2013   658 - 659   2013

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    DOI： 10.20549/jseeja.2013.0_658

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  • A coupling method of wavelet BEM and FEM for 2-D steady-state scalar wave equation

    Koro Kazuhiro, Abe Kazuhisa

    68 ( 2 )   237 - 248   2012.8

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  • Elastodynamic analysis of two-dimensional periodic structures having a defect Reviewed

    Abe Kazuhisa, Honma Hiroki, Koro Kazuhiro

    68 ( 2 )   I_823 - I_831   2012

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  • Optimization of sleeper spacing for reduction of wave transmission

    B.Sodbilig, K.Abe, K.Koro

    2012

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  • Dispersion analysis of an axially loaded rail discretely supported on an elastic half-space

    K.Abe, Y.Chida, K.Koro

    STECH12   12   13 - 18   2012

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  • Sleeper spacing optimization for vibration reductionin rails Reviewed

    B.Sodbilig, K.Abe, K.Koro

    CODE2012   25 ( 6 )   569 - 577   2012

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  • Wave Propagation in an Infinite Track Having an Irregular Region Reviewed

    K. Abe, A. Kikuchi, K. Koro

    NOISE AND VIBRATION MITIGATION FOR RAIL TRANSPORTATION SYSTEMS   118   71 - +   2012

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  • Influence of variation of material parameters in cyclic deformation analysis of railway ballast modeled with extended subloading surface model Reviewed

    Koro Kazuhiro, Mashima Tomoya, Abe Kazuhisa

    16   21 - 28   2012

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  • 空間的・時間的な温度変化を受けるロングレールの軸力分布解析 Reviewed

    阿部和久, 桑山卓也, 元好 茂

    鉄道工学シンポジウム論文集   16   101 - 108   2012

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  • DISPERSION ANALYSIS OF AN AXIALLY LOADED RAIL DISCRETELY SUPPORTED ON AN ELASTIC HALF-SPACE Reviewed

    12   13 - 18   2012

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  • Wave Propagation in an Infinite Track Having an Irregular Region

    K. Abe, A. Kikuchi, K. Koro

    NOISE AND VIBRATION MITIGATION FOR RAIL TRANSPORTATION SYSTEMS   118   71 - +   2012

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  • STEADY-STATE ANALYSIS OF A PERIODIC CONTINUOUS BRIDGE SUBJECTED TO TRAVELING SH-WAVES Reviewed

    11   47 - 52   2011.12

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  • DYNAMIC RESPONSE ANALYSIS OF CONTINUOUS WELDED RAILS HAVING A RAILROAD SWITCH SUBJECTED TO A THERMAL STRESS Reviewed

    11   41 - 46   2011.12

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  • REDUCTION OF COMPUTATIONAL COST OF TIME-DOMAIN BEM WITH SPACE-TIME WAVELET DISCRETIZATION IN 2-D DIFFUSION PROBLEMS Reviewed

    11   19 - 24   2011.12

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  • Dynamic response analysis of a periodic continuous bridge subjected to traveling SH-waves

    Abe, K, Tamura, T, Koro, K

    7th Japan-US-Taiwan Workshop on Water System Seismic Practices   2011.10

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  • Estimation of the Number of Non-zero Entries of Coefficient Matrix in Time-Domain Boundary Element Method with Haar Wavelets for 2-D Diffusion Problems Reviewed

    Koro Kazuhiro, Abe Kazuhisa

    67 ( 2 )   I_95 - I_106   2011.8

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    DOI： 10.2208/jscejam.67.I_95

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  • FE-Based Surface Elastic Wave Analysis of a Two-Dimensional Periodic Half-Space Reviewed

    Abe Kazuhisa, Araki Toshihide, Koro Kazuhiro

    67 ( 2 )   I_905 - I_913   2011.8

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    DOI： 10.2208/jscejam.67.I_905

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  • Numerical analysis of measurement of rail axial loads by the rail lifting method "jointly worked" Reviewed

    Youske Tanaka, Kazuhisa Abe, Shigeru Motoyoshi

    Journal of railway engineering, JSCE   15   112 - 119   2011.7

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  • Level set based topological shape optimization of phononic crystals for sound barriers

    Kim, M-G, Hashimoto, H, Abe, K, Cho, S

    WCSMO-9   2011.6

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  • Dynamic characteristics of railway concrete sleepers using impact excitation techniques and model analysis

    Aikawa, A, Urakawa, F, Abe, K, Namura, A

    WCRR2011   2011.5

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  • Theoretical study on a measuring method of rail axial stress via vibration modes of periodic track

    Abe, K, Shimizu, S, Aikawa, A, Koro, K

    WCRR2011   2011.5

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  • A BE-based shape optimization method enhanced by topological derivative for sound scattering problems Reviewed

    Kazuhisa Abe, Takasuke Fujiu, Kazuhiro Koro

    ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS   34 ( 12 )   1082 - 1091   2010.12

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    DOI： 10.1016/j.enganabound.2010.06.017

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  • Boundary element method with wavelet-based space- and time discretization and its application to diffusion analysis Reviewed

    Transactions of the Japan Society for Computational Methods in Engineering   10   81 - 86   2010.12

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  • Dynamic interaction of an infinite railway track and a half-infinite ground subject to a point load Reviewed

    Transactions of the Japan Society for Computational Methods in Engineering   10   63 - 68   2010.12

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  • Dynamic analyses of an axially loaded curved rail Reviewed

    Transactions of the Japan Society for Computational Methods in Engineering   10   57 - 62   2010.12

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  • Learn-by-Doing Engineering Career Education And Its Present Status of Supporting Organization Outside The University Reviewed

    OKA Tetsuo, TANABE Yuji, ABE Kazuhisa, IWABE Hiroyasu, HARADA Shuji, ISHII Nozomu, MARUYAMA Takeo, SATO Takashi, IMAIZUMI Hiroshi, NISHIMURA Shin-ya, SENGOKU Masakazu, OHKAWA Hideo

    Journal of JSEE   58 ( 5 )   67 - 72   2010.9

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    A learn-by-doing engineering career education program adopted by MEXT of Japanese Government has been conducted for three years with the assistance of named “A network of 100 wise men” , which is a novel supporting organization for the students and faculties of Niigata University. The network is composed by the company engineers or social technicians who have rich experiences in the careers of the actual R&D processes. We have confirmed that the practical experiences they possessed on the course of their R&D processed are quite effective for the students to give them the practical engineering education.

    DOI： 10.4307/jsee.58.5_67

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  • 中間層を有する周期複合材の弾性波動解析 Reviewed

    阿部和久, 中山 悠, 紅露一寛

    応用力学論文集   13   1041 - 1048   2010.9

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  • 2次元スカラー波動方程式のための非直交スプラインwaveletを用いた時間域境界要素法 Reviewed

    紅露一寛, 菅波祐太, 古川 陽, 阿部和久

    応用力学論文集   13   241 - 252   2010.9

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  • Shape optimization with topological derivative and its application to noise barrier for railway viaducts

    Abe, K, Fujiu, T, Koro, K

    Advances in Boundary Element Techniques   2010.7

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  • WAVE PROPAGATION ANALYSIS BY 3-D BEAM ELEMENTS FOR AN INFINITE TRACK HAVING AXIALLY LOADED RAILS Reviewed

    Shimizu Saki, Abe Kazuhisa, Aikawa Akira, Koro Kazuhiro

    14   75 - 82   2010.7

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  • Application of Topological Derivative to the VOF-Based Topology Optimization Method

    Abe, K, Hashimoto, H, Koro, K

    CJK-OSM6   2010.6

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  • A level-set-based BE topological optimization method incorporated with topological derivatives for noise barriers

    Abe, K, Fujiu, T, Koro, K

    IWACOM-II   2010.4

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  • Development of transmitting boundary for periodically supported rails Reviewed

    Abe, K, Fujishita, S, Koro, K

    J. Mech. Sys. Trans. Log., JSME   3 ( 1 )   44 - 52   2010.1

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    This paper presents a numerical method to construct transmitting boundaries for periodically supported railway tracks. This is realized by the derivation of impedance matrix for a half-infinite track. To achieve this, dynamic response of the infinite track corresponding to the half-infinite model is analyzed for a series of harmonic loading modes. The infinite problems are solved by virtue of Floquet transform. The developed method is applied to a periodically supported rail having a finite irregular zone subjected to harmonic loads. It is reduced to a dynamic problem of a finite track with the transmitting boundaries attached on both ends. Through comparison with the present method and a conventional way using a very long but finite railway model, the superiority over the truncated model is demonstrated.

    DOI： 10.1299/jmtl.3.44

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  • Numerical calculation method for prediction of ground-borne vibration near subway tunnel Reviewed

    Tsuno, K, Furuta, M, Abe, K

    J. Mech. Sys. Trans. Log., JSME   3 ( 1 )   53 - 62   2010.1

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    This paper describes the development of prediction method for ground-borne vibration from railway tunnels. Field measurement was carried out both in a subway shield tunnel, in the ground and on the ground surface. The generated vibration in the tunnel was calculated by means of the train/track/tunnel interaction model and was compared with the measurement results. On the other hand, wave propagation in the ground was calculated utilizing the empirical model, which was proposed based on the relationship between frequency and material damping coefficient <I>α</I> in order to predict the attenuation in the ground in consideration of frequency characteristics. Numerical calculation using 2-dimensinal FE analysis was also carried out in this research. The comparison between calculated and measured results shows that the prediction method including the model for train/track/tunnel interaction and that for wave propagation is applicable to the prediction of train-induced vibration propagated from railway tunnel.

    DOI： 10.1299/jmtl.3.53

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  • Application of Haar wavelets to time-domain BEM for the transient scalar wave equation Reviewed

    Kazuhiro Koro, Kazuhisa Abe

    9TH WORLD CONGRESS ON COMPUTATIONAL MECHANICS AND 4TH ASIAN PACIFIC CONGRESS ON COMPUTATIONAL MECHANICS   10   2010

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    DOI： 10.1088/1757-899X/10/1/012222

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  • 軸力を受けるレールの波動伝播解析 Reviewed

    清水紗希, 阿部和久, 相川 明, 紅露一寛

    計算数理工学論文集   9   67 - 72   2009.12

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  • 走行車輪と軌道系の定常連成応答解析 Reviewed

    佐成屋 淳, 阿部和久, 紅露一寛

    計算数理工学論文集   9   61 - 66   2009.12

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  • 拡散問題を対象とした時間域境界積分方程式法におけるwavelet基底の適用とその計算効率 Reviewed

    紅露一寛, 五十嵐和希, 阿部和久

    計算数理工学論文集   9   73 - 78   2009.12

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  • Development of Learn-by-Doing Engineering Career Education Programs by Company Collaborations Reviewed

    OKA Tetsuo, TANABE Yuji, ABE Kazuhisa, ISHII Nozomu, MARUYAMA Takeo, IWABE Hiroyasu, HARADA Shuji, OHKAWA Hideo, SATO Takashi, NISHIMURA Shin-ya, IMAIZUMI Hiroshi, SENGOKU Masakazu

    Journal of JSEE   57 ( 5 )   73 - 77   2009.9

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    We report the results and further problems on what we call the learn-by-doing engineering career education program which has been conducted for three years by the grant-in-aid adapted in 2006 by MEXT of Japanese government. In the paper, we attempt to estimate the processes of the internship programs which were supported by &ldquo;A Network of 100 Wisdom&rdquo; , an organization outside the university. In this year, we have accomplished the construction of three kinds of internship programs, which have been combined one after another. We confirm that we have given the university students strong motivations toward the technical studies through these practical internship programs.

    DOI： 10.4307/jsee.57.5_73

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  • An enhancement of surface wave analysis method for periodic half-planes Reviewed

    12   1013 - 1020   2009.9

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  • レール温度座屈時の分岐過程に関する一考察 Reviewed

    阿部和久, 田中洋介, 西宮裕騎, 紅露一寛

    鉄道力学論文集   13   7 - 14   2009.7

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  • 3-D FE simulation od cyclic loading tests of railway ballasted track using subloading surface elastoplastic model

    Koro,K, Fukutsu,Y, Abe,K

    STECH09   2009.6

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  • Numerical calculation method for prediction of ground-borne vibration near subway tunnel

    Furuta,M, Tsuno,K, Abe,K

    STECH09   3 ( 1 )   53 - 62   2009.6

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    This paper describes the development of prediction method for ground-borne vibration from railway tunnels. Field measurement was carried out both in a subway shield tunnel, in the ground and on the ground surface. The generated vibration in the tunnel was calculated by means of the train/track/tunnel interaction model and was compared with the measurement results. On the other hand, wave propagation in the ground was calculated utilizing the empirical model, which was proposed based on the relationship between frequency and material damping coefficient <I>α</I> in order to predict the attenuation in the ground in consideration of frequency characteristics. Numerical calculation using 2-dimensinal FE analysis was also carried out in this research. The comparison between calculated and measured results shows that the prediction method including the model for train/track/tunnel interaction and that for wave propagation is applicable to the prediction of train-induced vibration propagated from railway tunnel.

    DOI： 10.1299/jmtl.3.53

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  • Development of transmitting boundary for periodically supported rails

    Abe,K, Fujishita,S, Koro,K

    STECH09   3 ( 1 )   44 - 52   2009.6

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    This paper presents a numerical method to construct transmitting boundaries for periodically supported railway tracks. This is realized by the derivation of impedance matrix for a half-infinite track. To achieve this, dynamic response of the infinite track corresponding to the half-infinite model is analyzed for a series of harmonic loading modes. The infinite problems are solved by virtue of Floquet transform. The developed method is applied to a periodically supported rail having a finite irregular zone subjected to harmonic loads. It is reduced to a dynamic problem of a finite track with the transmitting boundaries attached on both ends. Through comparison with the present method and a conventional way using a very long but finite railway model, the superiority over the truncated model is demonstrated.

    DOI： 10.1299/jmtl.3.44

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  • Finite element analysis for deposition and deformation of blowing snow

    Abe,K, Ogawa,T, Koro,K

    FEF09   15   169   2009.4

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  • 109 Current Status and Future Development of "Kougaku-Ryoku" Education : Innovative Trials in Engineering Education at Niigata University Reviewed

    TANABE Yuji, NARUMI Takatsune, OKA Tetsuo, HARADA Shuji, ABE Kazuhisa, SATO Takashi, MARUYAMA Takeo, OHKAWA Hideo

    The Proceedings of the Tecnology and Society Conference   2009 ( 0 )   29 - 31   2009

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    The education centre for engineering and technology was established in the faculty of engineering at Niigata University in spring 2005 so as to elevate the motivation of undergraduate students for learning through making some products. To this end, we have been practicing several new engineering education programs, such as multidisciplinary projects similar to PBL, the active involvement of the students with the collaborative research and development between university and private companies and so on. These attempts are designed for the students to have fundamental or compulsory competence for engineering. In this report, current features of these programs are mentioned, and critical issues as well as future direction of engineering education are discussed.

    DOI： 10.1299/jsmetsd.2009.29

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  • 走行荷重を受ける軌道系の定常応答解析 Reviewed

    阿部和久, 古屋卓稔, 紅露一寛

    計算数理工学論文集   8   7 - 12   2008.12

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  • Surface wave propagation in half-planes having periodic structures Reviewed

    Journal of Applied Mechanics, JSCE   11   1031 - 1038   2008.9

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    DOI： 10.2208/journalam.11.1031

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  • 鉄道用バラスト材の繰り返し変形解析のための時間域均質化法定式化 Reviewed

    紅露一寛, 嘉数東陽, 阿部和久

    応用力学論文集   11   149 - 158   2008.9

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    DOI： 10.2208/journalam.11.149

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  • WAVE PROPAGATION IN AN INFINITEIJY CONTINUOUS VIADUCT Reviewed

    Abe Kazuhisa, Sanariya Atsushi, Koro Kazuhiro

    12   25 - 30   2008.7

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  • A BE-Topology optimization method enhanced by topological derivatives

    Abe,K, Fujiu,T, Koro,K

    Advances in Boundary Element Techniques   9   235 - 240   2008.7

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  • VOF法を用いた降積雪過程の有限要素解析 Reviewed

    小川 徹, 阿部和久, 紅露一寛

    構造工学論文集   54   114 - 123   2008.5

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    DOI： 10.11532/structcivil.54A.114

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  • VOF法を用いた非圧縮超弾性体のトポロジー最適化 Reviewed

    阿部和久, 小板橋智哉, 紅露一寛

    計算数理工学論文集   7 ( 2 )   243 - 248   2008.3

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  • Cyclic Deformation Analysis of Railway Ballast Using Hypoplastic Model

    Koro,K, Abe,K, Kakazu.,T

    APCOM'07-EPMESC   11   2007.12

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  • 鉄道におけるバラスト道床材の繰り返し変形解析に用いる構成モデルの検討 Reviewed

    紅露一寛, 嘉数東陽, 梶原宗光, 阿部和久

    計算数理工学論文集   7 ( 1 )   31 - 36   2007.12

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  • まくらぎ支持された無限長レールの加振応答解析 Reviewed

    阿部和久, 古屋卓稔, 紅露一寛

    計算数理工学論文集   7 ( 1 )   25 - 30   2007.12

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  • Topology optimization of incompressible hyperelastic materials subjected to large deformations

    Abe,K, Nishinomiya,Y, Koro,K

    APCOM'07-EPMESC   11   2007.12

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  • Shape optimization for sound scattering problems using a BE-based level set method

    Abe,K, Kazama,S, Koro,K

    Advances in Boundary Element Techniques   8   379 - 384   2007.9

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  • Wave propagation in an infinite rail discretely supported by sleepers Reviewed

    Abe Kazuhisa, Furuya Takutoshi, Koro Kazuhiro

    10   1029 - 1036   2007.8

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    DOI： 10.2208/journalam.10.1029

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  • CYCLIC DEFORMATION ANALYSIS OF RAILWAY BALLAST USING SUBLOADING SURFACE ELASTOPLASTIC MODEL Reviewed

    Koro Kazuhiro, Kajiwara Munemitsu, Abe Kazuhisa

    11   7 - 13   2007.7

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  • DESIGN SENSITIVITY ANALYSIS OF SUBWAY TUNNEL CONSIDERING VIBRATION REDUCTION Reviewed

    Abe Kazuhisa, Kasahara Yuuki, Koro Kazuhiro, Furuta Masaru

    11   57 - 62   2007.7

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  • A boundary element approach for topology optimization problem using the level set method Reviewed

    Kazuhisa Abe, Shunsuke Kazama, Kazuhiro Koro

    COMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERING   23 ( 5 )   405 - 416   2007.5

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    DOI： 10.1002/cnm.919

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  • 二次元粒状体モデルによるバラスト道床の沈下解析 Reviewed

    阿部和久, Muhamad Syakir, 紅露一寛

    鉄道力学論文集   10   49 - 54   2006.12

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  • 雪の硬化現象のモデル化と積雪変形有限要素解析への適用 Reviewed

    阿部和久, 紅露一寛

    構造工学論文集   52A   109 - 117   2006.12

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  • 三角形・四面体要素を用いたVOF法によるトポロジー最適化法 Reviewed

    西宮裕騎, 阿部和久, 紅露一寛

    応用力学論文集   9   353 - 363   2006.12

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    DOI： 10.2208/journalam.9.353

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  • 複雑な構造を有する高架水槽の動的解析事例 Reviewed

    帆苅 功, 長谷川 均, 大嶽公康, 阿部和久

    水道協会雑誌   861   12 - 19   2006.12

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  • A feasibility study on low-pressure railway

    Kazuhisa Abe

    Proc. of Int. Symp. on Speed-up and Service Tech. for Railway and Maglev Sys.   1   347 - 352   2006.12

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  • 超高速地下鉄道における地盤振動応答特性 Reviewed

    古屋卓稔, 阿部和久

    計算数理工学論文集   6   49 - 54   2006.12

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  • 減圧高速鉄道の実現可能性に関する基礎的検討

    阿部和久

    鉄道力学論文集   10   83 - 84   2006.7

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  • A topology optimization approach using VOF method Reviewed

    K. Abe, K. Koro

    STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION   31 ( 6 )   470 - 479   2006.6

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    DOI： 10.1007/s00158-005-0582-5

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  • 地下鉄周辺地盤における波動の伝播特性 Reviewed

    阿部和久, 加藤宏輝, 古田 勝

    鉄道力学論文集   9   43 - 48   2005.12

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  • VOF法を用いた積雪変形有限要素解析法 Reviewed

    阿部和久, 紅露一寛

    構造工学論文集   51A   277 - 284   2005.12

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  • 中詰材に粒状体モデルを用いた鋼製組立網の変形解析 Reviewed

    阿部和久, 細谷栄作, 小関 徹

    計算数理工学論文集   5   13 - 18   2005.12

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  • レール継目部列車走行試験の有限要素シミュレーションとその再現性 Reviewed

    紅露一寛, 阿部和久, 石田 誠, 鈴木貴洋

    応用力学論文集   8   1037 - 1047   2005.12

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    DOI： 10.2208/journalam.8.1037

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  • 軌道防振用ゴムパッドの大変形応力解析 Reviewed

    紅露一寛, 阿部和久, 西宮裕騎

    鉄道力学論文集   9   7 - 12   2005.12

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  • Measurement on dynamic behaviour of track near rail joints and prediction of track settlement Reviewed

    Takahiro Suzuki, Makoto Ishida, Kazuhisa Abe, Kazuhiro Koro

    Quarterly Report of RTRI (Railway Technical Research Institute) (Japan)   46 ( 2 )   124 - 129   2005

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    DOI： 10.2219/rtriqr.46.124

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  • Matrix-compression property of Beylkin-type truncation scheme for wavelet BEM

    Kazuhiro Koro, Kazuhisa Abe

    Structural Engineering/Earthquake Engineering   22 ( 2 )   219 - 231   2005

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    DOI： 10.2208/jsceseee.22.219s

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  • Elasto-plastic analysis of box gabion using macrocontinuum model of wire mesh

    Abe,K, Koseki,T

    IWACOM   1   63 - 63   2004.12

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  • Three-dimensional finite element analysis of box gabions subjected to a vertical load Reviewed

    Abe,K, Tajima,F, Koseki,T

    Computational Engineering   1   79 - 88   2004.12

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  • レール継目部で生じる輪重変動に関する一考察 Reviewed

    鈴木貴洋, 石田 誠, 阿部和久, 紅露一寛

    鉄道力学論文集   8   35 - 40   2004.12

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  • 多目的GAを用いた地下鉄軌道防振対策の最適化に関する研究 Reviewed

    西宮裕騎, 阿部和久, 古田 勝

    境界要素法論文集   21   33 - 38   2004.12

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  • 列車走行荷重を受けるトンネル・地盤系の動的応答解析 Reviewed

    阿部和久, 加藤宏輝, 古田 勝

    鉄道力学論文集   8   47 - 52   2004.12

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  • レール継目部の衝撃応答解析における道床・路盤部のモデル化の影響 Reviewed

    紅露一寛, 阿部和久, 石田 誠, 鈴木貴洋

    応用力学論文集   7   1313 - 1323   2004.12

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    DOI： 10.2208/journalam.7.1313

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  • 走行荷重を受けるTimoshenkoばりの静的基本解を用いた積分方程式解法 Reviewed

    阿部和久, 紅露一寛

    構造工学論文集   50A   143 - 150   2004.12

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  • Matrix compression schemes for wavelet BEM and their performance

    K Koro, K Abe

    BOUNDARY ELEMENTS XXVI   19   55 - 62   2004

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  • Identification of unknown parameters in the dynamic analysis of a subway track by genetic algorithms

    K Abe, M Konno, M Furuta

    BOUNDARY ELEMENTS XXVI   19   229 - 238   2004

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  • Timoshenko beam finite element for vehicle-track vibration analysis and its application to jointed railway track Reviewed

    K. Koro, K. Abe, M. Ishida, T. Suzuki

    Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit   218 ( 2 )   159 - 172   2004

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    DOI： 10.1243/0954409041319687

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  • 地下鉄軌道における各種防振対策の解析的検討 Reviewed

    阿部和久, 佐藤大輔, 古田 勝

    鉄道力学論文集   7   7 - 12   2003.12

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  • Wavelet BEMにおけるBeylkin型係数切り捨て手法の行列圧縮効果に関する検討 Reviewed

    紅露一寛, 阿部和久

    応用力学論文集   6   301 - 310   2003.12

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    DOI： 10.2208/journalam.6.301

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  • Three-dimensional analysis of subway track vibrations due to running wheels Reviewed

    K. Abe, D. Satou, T. Suzuki, M. Furuta

    Wave 2002   149 - 156   2003.12

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  • 鋼製組立網の三次元弾塑性解析 Reviewed

    阿部和久, 田嶋史人, 小関 徹

    構造工学論文集   49A   145 - 152   2003.12

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  • A practical determination strategy of optimal threshold parameter for matrix compression in wavelet BEM Reviewed

    Kazuhiro Koro, Kazuhisa Abe

    International Journal for Numerical Methods in Engineering   57 ( 2 )   169 - 191   2003.5

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    DOI： 10.1002/nme.666

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  • A wavelet method for reducing the computational cost of BE-based homogenization analysis Reviewed

    K Koro, K Abe

    ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS   27 ( 5 )   439 - 454   2003.5

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    DOI： 10.1016/S0955-7997(02)00154-6

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  • Wavelet BEM における特異・擬似特異積分の計算 Reviewed

    阿部和久, 加藤大輔, 紅露一寛

    応用力学論文集   vol.5   101 - 109   2002.12

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    DOI： 10.2208/journalam.5.101

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  • Wavelet BEMにおけるマルチグリッド法の混合境界値問題への適用 Reviewed

    阿部和久, 林 志保, 紅露一寛

    境界要素法論文集   vol.19   7 - 12   2002.12

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  • Wavelet基底を用いたhr-境界要素法適応分割法 Reviewed

    阿部和久, 中村 淳, 紅露一寛

    計算数理工学論文集   vol.2   15 - 20   2002.12

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  • 遺伝的アルゴリズムを用いた金網列線の最適化 Reviewed

    阿部和久, 田嶋史人, 小関 徹

    構造工学論文集   48A   167 - 175   2002.12

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  • ニューラルネットワークによる軌道振動応答の再現精度改善と未知量同定 Reviewed

    阿部和久, 高倉由浩

    計算数理工学論文集   Vol.2   5 - 10   2002.12

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  • マルチグリッド法を前処理に用いたGMRES法のwavelet BEMへの適用 Reviewed

    林 志保, 阿部和久, 紅露一寛

    計算数理工学論文集   1   13 - 18   2001.12

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  • Wavelet-weighted Gauss quadrature formula for reduction of computational work in wavelet BEM Reviewed

    Koro Kazuhiro, Abe Kazuhisa, Hirabayashi Hideyuki

    Journal of Applied Mechanics,JSCE   4   127 - 136   2001.12

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    DOI： 10.2208/journalam.4.127

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    Other Link： http://hdl.handle.net/10191/4880

  • 遺伝的アルゴリズムによる軌道振動モデルの未知パラメータ同定 Reviewed

    阿部和久, 佐藤大輔, 古田 勝

    鉄道力学論文集   5   55 - 60   2001.12

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  • 鋼製組立網に用いられる金網の面外変形解析 Reviewed

    阿部和久, 小嶋里志, 深谷克幸

    構造工学論文集   Vol.47A   147 - 154   2001.12

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  • An h-hierarchical Galerkin BEM using Haar wavelets Reviewed

    K. Abe, K. Koro, K. Itami

    Engineering Analysis with Boundary Elements   25 ( 7 )   581 - 591   2001.7

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    DOI： 10.1016/S0955-7997(01)00015-7

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  • Non-orthogonal spline wavelets for boundary element analysis Reviewed

    Kazuhiro Koro, Kazuhisa Abe

    Engineering Analysis with Boundary Elements   25 ( 3 )   149 - 164   2001.3

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    DOI： 10.1016/S0955-7997(01)00036-4

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  • Gauss quadrature method using wavelet basis as a weighting function for boundary element analysis Reviewed

    K Abe, K Koro

    BOUNDARY ELEMENTS XXIII   10   455 - 464   2001

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  • Determination of optimal threshold for matrix compression in wavelet BEM Reviewed

    K Koro, K Abe

    BOUNDARY ELEMENTS XXIII   10   475 - 484   2001

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  • MECHANICAL PROPERTIES OF STEEL PIPE ATTACHMENT METHOD APPLIED TO SEISMIC STRENGTHENING Reviewed

    MORISAKI Mitsuru, FURUTA Masaru, ABE Kazuhisa

    JOURNAL OF TUNNEL ENGINEERING, JSCE   10   87 - 94   2000.12

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    The steel pipe attachment method has been employed as a seismic strengthening technique for RC columns in cut and cover tunnels. In this method, two concrete-filled tubular steel columns are attached to the RC column from both sides, and they will prevent the, tunnel from collapse even if the RC columns undergo shearing failure. In order to appreciate the mechanical properties of the attached column, numerical analyses are accomplished. This paper presents the modeling of the RC and attached columns and then constructs an interaction analysis method. Several discussions are carried out through comparison between the numerical and the experimental results.

    DOI： 10.11532/journalte1991.10.87

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  • Wavelet BEM のためのマルチグリッド反復法 Reviewed

    阿部和久, 林 志保, 紅露一寛

    応用力学論文集   3   157 - 166   2000.12

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    DOI： 10.2208/journalam.3.157

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  • 軌道振動解析におけるレール頭頂面の凹凸形状の推定 Reviewed

    阿部和久, 鈴木貴洋, 古田 勝

    応用力学論文集   3   107 - 114   2000.12

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    DOI： 10.2208/journalam.3.107

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  • ニューラルネットワークによる軌道振動系の物性値同定 Reviewed

    鈴木貴洋, 阿部和久, 古田 勝

    BTEC論文集   10   55 - 60   2000.12

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  • 等高面の方法による移動境界問題の境界要素解析 Reviewed

    阿部和久, 岩成洋平

    BTEC論文集   10   37 - 42   2000.12

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  • 薄板スプラインを用いた多重相反法のAEMによる等高面解析への適用 Reviewed

    阿部和久, 岩成洋平

    境界要素法論文集   17   1 - 6   2000.12

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  • 車輪・軌道・地盤系の連成振動解析手法 Reviewed

    阿部和久, 須田雅樹, 古田 勝

    構造工学論文集   45A   271 - 280   1999.12

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  • レールのモデル化が軌道振動解析に及ぼす影響 Reviewed

    阿部和久, 森岡泰助, 古田 勝

    BTEC論文集   9   1 - 6   1999.12

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  • An hr-adaptive boundary element for water free-surface problems Reviewed

    K.Abe, S.Sakuraba

    Engng. Anal. Bound. Elem.   23   223 - 232   1999.12

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  • Elastoplastic Analysis of Wire Mesh Used for Box Gabions. Reviewed

    ABE Kazuhisa, FUKAYA Katsuyuki

    Doboku Gakkai Ronbunshu   No.633 ( 633 )   205 - 215   1999.12

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    Elastoplastic analysis method is developed for wire mesh of box gabions. The wire mesh is modeled as a macrocontinuum. Constitutive relation of the continuum model is derived using the principle of virtual work, in which the equivalency of energy stored in the wire mesh to that in the continuum is taken into account. The derived expression of stress-strain relationship containes the term of forces which take place at the wire ends in a unit cell of the mesh. In order to save the computational effort, evaluation of the forces is carried out by using neural network. The nonlinear behavior of the wire is then described by the neural network. The analysis method is developed base on finite element method. Numerical analyses are compared with experimental results and good agreement is obtained.

    DOI： 10.2208/jscej.1999.633_205

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  • 区間一定非直交 wavelet による境界要素解析 Reviewed

    阿部和久, 紅露一寛

    境界要素法論文集   16   51 - 56   1999.12

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  • Wavelet 境界要素法における反復解法の有効性 Reviewed

    紅露一寛, 阿部和久

    境界要素法論文集   16   57 - 62   1999.12

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  • 離散 Wavelet 変換による選点法境界要素解析の効率化 Reviewed

    紅露一寛, 阿部和久, 田崎浩章

    応用力学論文集   2   153 - 162   1999.12

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    DOI： 10.2208/journalam.2.153

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  • H-hierarchical adaptive BEM with Haar wavelet functions for two-dimensional Laplace problems Reviewed

    K Koro, K Abe

    BOUNDARY ELEMENTS XXI   6   229 - 238   1999

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  • 積分方程式による軌道振動の解析 Reviewed

    古田 勝, 阿部和久

    日本鉄道施設協会誌   36   916 - 919   1998.12

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  • Timoshenko ばりを用いた軌道振動系のモデル化 Reviewed

    阿部和久, 森岡泰助, 古田 勝

    構造工学論文集   44A   367 - 374   1998.12

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  • Time domain analysis method for track/wheel interaction. Reviewed

    Furuta Masaru, Abe Kazuhisa

    Doboku Gakkai Ronbunshu   No.583 ( 583 )   61 - 70   1998.12

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    A time domain numerical method is constructed for dynamic interaction analysis of wheel and track, so that nonlinearity of the system can be introduced. The rail is described as an Euler beam and the deflection is expressed by a time domain integral representation. The wheel and sleepers are modeled as masses. Stability of the dynamic analysis is augmented by introducing the compatibility into contact forces acting between the three subsystems. A time integration scheme for spring, damper and mass system in which the contact forces consist with that of the beam model is derived based on integral equation method. Influence of nonliriearity in rail pad on the dynamic response is investigated using the proposed method.

    DOI： 10.2208/jscej.1998.61

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  • Haar Wavelet を用いた境界要素階層型 h-法 Reviewed

    紅露一寛, 阿部和久

    BTEC論文集   8   49 - 54   1998.12

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  • Wavelet 境界要素階層型 h-法の計算効率について Reviewed

    紅露一寛, 阿部和久

    境界要素法論文集   15   71 - 76   1998.12

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  • 積分方程式に基づく時間積分法の動弾性有限要素・境界要素結合法への適用 Reviewed

    阿部和久

    境界要素法論文集   14   93 - 98   1997.12

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    Language：Japanese   Publishing type：Research paper (other academic)  

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  • 積分方程式による車輪・軌道系の連成振動解析 Reviewed

    阿部和久, 須田雅樹, 古田 勝

    BTEC論文集   7   53 - 58   1997.12

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    Language：Japanese   Publishing type：Research paper (other academic)  

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  • 時間域積分表現式による軌道振動解析法 Reviewed

    阿部和久, 古田 勝

    構造工学論文集   43A   365 - 372   1997.12

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    Language：Japanese   Publishing type：Research paper (other academic)  

    CiNii Article

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  • Boundary element optimization for sloshing analysis Reviewed

    K Abe, S Sakuraba

    BOUNDARY ELEMENT TECHNOLOGY XI   247 - 256   1996

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    Language：English   Publishing type：Research paper (international conference proceedings)  

    Web of Science

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  • 個別要素法による連続体解析におけるバネ定数の設定

    阿部和久

    土木学会論文集   543   83 - 90   1996

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  • 個別要素積雪変形解析における接触点密度関数の評価

    阿部和久

    構造工学論文集, A   41   377 - 384   1995

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  • r-法による最適境界要素分割

    阿部和久

    境界要素法論文集   9   115/120   1992

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  • 2次元静弾性問題境界要素解の境界近傍における挙動について

    阿部 和久

    土木学会論文集   ( 398 )   p207 - 217   1988.10

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    Language：Japanese   Publisher：土木学会  

    CiNii Article

    CiNii Books

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Books

  • いまさら聞けない計算力学の定石

    土木学会応用力学委員会計算力学小委員会（ Role： Joint author）

    丸善出版  2020.3  （ ISBN:9784621304983 ）

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    Total pages：xiii, 342p   Language：Japanese

    CiNii Books

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  • 土木情報学 基礎編

    阿部 和久（ Role： Joint author ,  5章「数値シミュレーション」(81-105頁)）

    丸善  2017.6 

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  • 解体新書 大河津分水可動堰

    阿部 和久（ Role： Joint author ,  77-92頁）

    丸善  2014.9 

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  • 計算力学の常識

    土木学会応用力学委員会計算力学小委員会編（ Role： Joint author）

    丸善  2008.11 

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    Language：Japanese Book type：Scholarly book

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  • 機械工学便覧 基礎編α6「計算力学」

    阿部和久（ Role： Joint author ,  pp.184-186を分担執筆）

    機械学会  2007.6 

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    Language：Japanese Book type：Scholarly book

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  • 土木用語大辞典

    土木学会編（ Role： Sole author ,  2）

    技報堂  1999.12 

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    Language：Japanese Book type：Dictionary, encyclopedia

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MISC

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Presentations

  • 周期層の弾性波動透過解析

    阿部和久, 中山 悠, 紅露一寛

    計算工学講演会  2010.5 

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    Language：Japanese   Presentation type：Oral presentation (general)  

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  • レール温度座屈時の変形局所化に関する研究

    田中洋介, 阿部和久, 西宮裕騎, 紅露一寛

    J-RAIL2009  2009.12 

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    Language：Japanese   Presentation type：Oral presentation (general)  

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  • トポロジー導関数を用いた遮音壁の形状最適化解析

    阿部和久, 藤生孝典, 紅露一寛

    計算工学講演会  2009.5 

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    Language：Japanese   Presentation type：Oral presentation (general)  

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  • 不均質部を有する無限軌道の動的応答解析

    阿部和久, 藤下真悟, 紅露一寛

    J-RAIL2008  2008.12 

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    Language：Japanese   Presentation type：Oral presentation (general)  

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  • トポロジー導関数を用いた境界要素トポロジー最適化法

    阿部和久, 藤生孝典, 紅露一寛

    計算工学講演会  2008.5 

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    Language：Japanese   Presentation type：Oral presentation (general)  

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  • まくらぎにより離散支持された無限長レールの波動伝播モード解析

    古屋卓稔, 阿部和久, 紅露一寛

    J-Rail2007  2007.12 

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    Language：Japanese   Presentation type：Oral presentation (general)  

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  • Level set法を用いた境界要素トポロジー最適化法

    阿部和久, 風間俊輔, 紅露一寛

    計算工学講演会  2006.1 

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    Language：Japanese   Presentation type：Oral presentation (general)  

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Awards

  • 応用力学論文賞

    2023.5   土木学会   列車走行による地下鉄トンネルのランダム振動解析

    阿部和久, 佐藤和輝, 紅露一寛

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  • 土木学会 応用力学論文賞

    2012.9   土木学会  

    阿部和久, 荒木聡秀, 紅露一寛

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    Award type：Honored in official journal of a scientific society, scientific journal  Country：Japan

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  • 応用力学論文賞

    2011.9   土木学会応用力学委員会  

    阿部和久, 中山悠, 紅露一寛

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    Award type：Honored in official journal of a scientific society, scientific journal  Country：Japan

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  • 計算工学講演会ベストペーパーアワード

    2008.5   日本計算工学会  

    阿部和久, 風間俊輔, 紅露一寛

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    Award type：Award from Japanese society, conference, symposium, etc.  Country：Japan

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  • 土木学会構造工学論文集論文賞

    2005.5   土木学会  

    阿部和久, 紅露一寛

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    Award type：Award from Japanese society, conference, symposium, etc.  Country：Japan

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  • 土木学会応用力学論文集論文賞

    2004.9   土木学会  

    紅露一寛, 阿部和久

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    Award type：Award from Japanese society, conference, symposium, etc.  Country：Japan

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  • 土木学会構造工学論文集論文賞

    2001.5   土木学会  

    阿部和久, 小嶋里志, 深谷克幸

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    Award type：Award from Japanese society, conference, symposium, etc.  Country：Japan

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Research Projects

  • Probabilistic analysis of buckling of continuous welded rail considering stochasticity in track

    Grant number：20K04661

    2020.4 - 2023.3

    System name：Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (C)

    Research category：Grant-in-Aid for Scientific Research (C)

    Awarding organization：Japan Society for the Promotion of Science

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    Authorship：Principal investigator 

    Grant amount：\4290000 （ Direct Cost: \3300000 、 Indirect Cost：\990000 ）

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  • 走行列車から軌道の力学状態を推定する手法の理論的検討

    2017.4 - 2020.3

    System name：科学研究費補助金

    Awarding organization：日本学術振興会

    阿部 和久

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    Authorship：Principal investigator  Grant type：Competitive

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  • 発泡ウレタン軌道防振マット騒音・振動の低減効果の研究

    2017 - 2019.7

    System name：共同研究

    阿部 和久

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    Authorship：Principal investigator  Grant type：Competitive

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  • 高頻度通り変位データによるロングレール軸力・道床横抵抗力推定手法の精緻化

    2017 - 2018.2

    System name：共同研究

    Awarding organization：東日本旅客鉄道株式会社

    阿部 和久

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    Authorship：Principal investigator  Grant type：Competitive

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  • ロングレールの温度横変位と道床横抵抗力の関係解析

    2015 - 2016.3

    System name：共同研究

    Awarding organization：東日本旅客鉄道株式会社

    阿部 和久

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    Authorship：Principal investigator  Grant type：Competitive

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  • ロングレール軸力測定法の高精度化に関する研究

    2013 - 2014

    System name：共同研究

    Awarding organization：鉄道総合技術研究所

    阿部 和久

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    Authorship：Principal investigator  Grant type：Competitive

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  • まくらぎ間隔のバラツキの意図的導入による新たな軌道振動低減法

    2012.4 - 2015.3

    System name：科学研究費補助金

    Awarding organization：日本学術振興会

    阿部 和久

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    Authorship：Principal investigator  Grant type：Competitive

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  • 空間的，時間的な温度変化を受けるロングレールの軸力分布解析

    2012.2 - 2013.2

    System name：共同研究

    Awarding organization：東日本旅客鉄道株式会社

    阿部 和久

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    Authorship：Principal investigator  Grant type：Competitive

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  • 吊上げ式レール軸力測定法の解析的検討

    2010.9 - 2011.5

    System name：共同研究（国内共同研究）

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    Grant type：Competitive

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  • 向上法によるレール軸力測定に関する研究

    2010.9 - 2011.5

    System name：共同研究

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    Grant type：Competitive

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  • 溶接金網を用いたかご構造体の強度及び評価式の構築

    2009.5 - 2010.3

    System name：共同研究（国内共同研究）

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    Grant type：Competitive

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  • 振動モード法に基づくロングレール軸力測定法の理論的検討

    2009.4 - 2012.3

    System name：科学研究費助成事業

    Research category：基盤研究(C)

    Awarding organization：日本学術振興会

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    Grant type：Competitive

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  • レール軸力の間接測定法に関する研究

    2009.4 - 2012.3

    System name：共同研究（国内共同研究）

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    Grant type：Competitive

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  • 溶接金網を用いたかご構造物の強度特性に関する研究

    2007.6 - 2008.3

    System name：共同研究（国内共同研究）

    Awarding organization：共和ハーモテック

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    Grant type：Competitive

    Grant amount：\500000

    溶接金網を用いたかご構造物の力学特性を実験と解析により明らかにする．

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  • 鋼製組立網の力学解析

    2007.4 - 2010.3

    System name：共同研究

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    Grant type：Competitive

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  • リアクションプレートの解析

    2007.4 - 2008.3

    System name：その他の研究制度

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    Grant type：Competitive

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  • 地下鉄振動の土被りの影響等に関する研究

    2007.1 - 2007.3

    System name：受託研究

    Awarding organization：(財)鉄道総合技術研究所

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    Grant type：Competitive

    Grant amount：\750000

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  • 大深度地下の振動解析

    2006.4 - 2007.3

    System name：委託研究

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    Grant type：Competitive

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  • 大深度地下鉄振動の軌道構造及び速度の影響に関する研究

    2005.9 - 2006.3

    System name：受託研究

    Awarding organization：(財)鉄道総合技術研究所

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    Grant type：Competitive

    Grant amount：\1000000

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  • 大深度を考慮した地下鉄振動の数値解析に関する研究

    2004.12 - 2005.3

    System name：受託研究

    Awarding organization：(財)鉄道総合技術研究所

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    Grant type：Competitive

    Grant amount：\1000000

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  • 地下鉄軌道の防振性評価と最適設計手法の構築に関する研究

    2001.4 - 2004.3

    System name：科学研究費助成事業

    Research category：基盤研究(C)

    Awarding organization：日本学術振興会

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    Grant type：Competitive

    Grant amount：\200000 （ Direct Cost: \200000 ）

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  • 個別要素法による積雪変形解析手法の開発に関する研究

    Grant number：05780343

    1993 - 1994

    System name：科学研究費助成事業

    Research category：奨励研究(A)

    Awarding organization：日本学術振興会

    阿部 和久

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    Grant amount：\700000 （ Direct Cost: \700000 ）

    積雪の長時間に亘る粘性変形の解析を目的に、個別要素解析手法の開発研究を行い、以下の成果を得た。
    1.個別要素で構成される粘性粒子の運動方程式をランダムな格子上の陽的差分式と見做し、その極限で与えられる連続体の運動方程式を誘導した。その結果、粒子集合体の巨視的粘性係数は、粒子間距離、巨視的密度、粒子どうしの統計的接触角分布である接触点密度関数に支配され、これらの値が変形に伴い変化するため一定とならず、一般に異方性を示すことが明らかとなった。
    2.各要素間のダッシュポットの粘性係数を粒子間距離、巨視的密度および接触点密度関数の逆数に比例する形で設定して変形に対するこれらの影響を相殺し、さらにダッシュポットの粘性係数を引張と圧縮とで異なる値に設定することで、積雪に近い力学特性を有し、かつ巨視的性質が変形に依存しない集合体が構成可能であることがわかった。
    3.ダッシュポットの粘性係数の設定に必要となる、接触点密度関数の各要素単位での評価方法について検討した。パーソナルコンピュータ上に装着したトランスピュータCPUにより、粘性体の一軸変形場の個別要素解析を行ない検討した結果、各要素における接触点の分布を接触要素間で平均化する操作を繰り返す方法が、接触点密度関数の一軸載荷試験を行い、雪の粘性係数の密度依存性等を調べ、その結果を反映した個別要素モデルを構成した。非一様な変形場の理論解などに対する比較解析を通し、ここに開発した個別要素解析手法が積雪の変形解析に十分適用可能であることがわかった。

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Teaching Experience

  • 卒業研究

    2022
    Institution name：新潟大学

  • 卒業研修

    2022
    Institution name：新潟大学

  • 創造プロジェクトII

    2021
    Institution name：新潟大学

  • 創造プロジェクトI

    2021
    Institution name：新潟大学

  • 創造研究プロジェクトII

    2021
    Institution name：新潟大学

  • 創造研究プロジェクトI

    2021
    Institution name：新潟大学

  • 技術英語II

    2021
    Institution name：新潟大学

  • 創造プロジェクト基礎

    2021
    Institution name：新潟大学

  • 自然科学総論V

    2021
    Institution name：新潟大学

  • 卒業研修

    2019
    Institution name：新潟大学

  • 社会基盤工学実験I

    2018
    Institution name：新潟大学

  • 社会基盤設計基礎

    2018
    Institution name：新潟大学

  • 工学リテラシー入門(力学分野)

    2017
    Institution name：新潟大学

  • 総合工学概論

    2017
    Institution name：新潟大学

  • 材料力学入門

    2017
    -
    2024
    Institution name：新潟大学

  • 創造研究プロジェクトⅠ

    2014
    -
    2016
    Institution name：新潟大学

  • 創造研究プロジェクトⅡ

    2014
    -
    2016
    Institution name：新潟大学

  • 材料力学

    2014
    -
    2016
    Institution name：新潟大学

  • 創造プロジェクト基礎

    2014
    -
    2016
    Institution name：新潟大学

  • テクノロジー・インターンシップ

    2014
    -
    2016
    Institution name：新潟大学

  • 創造プロジェクトI

    2014
    -
    2016
    Institution name：新潟大学

  • 創造プロジェクトII

    2014
    -
    2016
    Institution name：新潟大学

  • マーケット・インターンシップ

    2014
    -
    2015
    Institution name：新潟大学

  • 論文作成演習D

    2014
    Institution name：新潟大学

  • 環境科学特定研究

    2014
    Institution name：新潟大学

  • 中間発表D

    2014
    Institution name：新潟大学

  • 学術発表演習D

    2014
    Institution name：新潟大学

  • 卒業研修又は基礎設計

    2013
    -
    2023
    Institution name：新潟大学

  • 卒業研究又は設計

    2013
    -
    2023
    Institution name：新潟大学

  • 都市人間環境学Ⅰ

    2013
    -
    2015
    Institution name：新潟大学

  • 環境科学総合演習Ⅲ

    2013
    -
    2015
    Institution name：新潟大学

  • 環境科学セミナーⅢ

    2013
    -
    2015
    Institution name：新潟大学

  • 研究発表演習Ⅲ(学外発表)

    2013
    -
    2015
    Institution name：新潟大学

  • 研究発表演習Ⅲ(中間発表)

    2013
    -
    2015
    Institution name：新潟大学

  • 環境科学特定演習Ⅲ

    2013
    -
    2015
    Institution name：新潟大学

  • 環境科学特定研究Ⅲ

    2013
    -
    2015
    Institution name：新潟大学

  • 技術英語入門

    2013
    Institution name：新潟大学

  • リメディアル演習(建設数学)

    2013
    Institution name：新潟大学

  • 環境科学演習Ⅲ

    2013
    Institution name：新潟大学

  • 技術英語II

    2011
    -
    2018
    Institution name：新潟大学

  • 自然科学総論Ⅴ

    2011
    -
    2016
    Institution name：新潟大学

  • 工学リテラシー入門(建設学科)

    2009
    -
    2016
    Institution name：新潟大学

  • 自然科学総論Ⅳ

    2009
    Institution name：新潟大学

  • 社会基盤工学概論

    2008
    Institution name：新潟大学

  • 社会基盤プロジェクト・マネージメント

    2008
    Institution name：新潟大学

  • 建設構造材料論Ⅰ

    2008
    Institution name：新潟大学

  • 社会基盤基礎設計

    2008
    -
    2017
    Institution name：新潟大学

  • くらしと環境

    2008
    -
    2015
    Institution name：新潟大学

  • 社会基盤応用数理及び演習II

    2008
    -
    2013
    Institution name：新潟大学

  • スタディスキルズ(建設)

    2008
    Institution name：新潟大学

  • 動力学

    2007
    Institution name：新潟大学

  • 応用力学演習II

    2007
    Institution name：新潟大学

  • 計算力学特論

    2007
    Institution name：新潟大学

  • 応用力学II

    2007
    Institution name：新潟大学

  • 応用力学I

    2007
    Institution name：新潟大学

  • 社会基盤数理工学

    2007
    Institution name：新潟大学

  • 応用力学演習I

    2007
    Institution name：新潟大学

  • 材料・構造実験

    2007
    -
    2017
    Institution name：新潟大学

  • 社会基盤応用数理及び演習I

    2007
    -
    2013
    Institution name：新潟大学

  • 土木設計演習

    2007
    Institution name：新潟大学

  • 建設構造材料論I

    2007
    Institution name：新潟大学

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