EBISAWA Takemasa

写真a

Affiliation Department etc.

Department of Architecture, Civil Engineering and Industrial Management Engineering
Department of Architecture, Civil Engineering and Industrial Management Engineering

Title

Assistant Professor

Graduating School

  •  
    -
    1999.03

    The University of Tokyo   Faculty of Engineering   Graduated

Graduate School

  •  
    -
    2000.03

    The University of Tokyo  Graduate School, Division of Engineering  Master's Course  Completed

Degree

  • The University of Tokyo -  Master (Engineering)

Field of expertise (Grants-in-aid for Scientific Research classification)

  • Structural engineering/Earthquake engineering/Maintenance management engineering

 

Research Career

  • Numerical Analysis and Experiment of Steel Structure

    Individual   (not selected)  

    Project Year:  2000.10  -  Now

Papers

  • FINITE ELEMENT ANALYSIS FOR ULTIMATE CYCLIC BEHAVIOUR OF CONCRETE-FILLED TUBULAR STEEL PIERS WITH GRADE SM570 HIGH STRENGTH STEEL

    Journal of JSCE ( Japan Society of Civil Engineers )  75 ( 2 ) 175 - 193   2019.06  [Refereed]

    Research paper (scientific journal)   Single Author

  • Ultimate Behavior of Steel and CFT Piers in Two-Span Continuous Elevated-Girder Bridge Models Tested by Shake-Table Excitations

    Yoshiaki Goto,Takemasa Ebisawa,Makoto Obata,Jianzhong Li,Yan Xu

    J. Bridge Eng,ASCE   22 ( 5 ) 04017001-1 - 04017001-14   2017.05  [Refereed]

    Research paper (scientific journal)   Multiple Authorship

  • The validity of strain check method in the seismic design of thin-walled steel piers

    Journal of Structural Engineering   63A   301 - 314   2017.03  [Refereed]

    Research paper (scientific journal)   Multiple Authorship

  • Ultimate State of Thin-Walled Circular Steel Columns Subjected to Biaxial Horizontal Forces and Biaxial Bending Moments Caused by Bidirectional Seismic Accelerations

    Yoshiaki Goto, Takemasa Ebisawa, Xilin Lu, Wensheng Lu

    Journal of Structural Engineering     2014.07  [Refereed]

    Research paper (scientific journal)   Multiple Authorship

  • Local Buckling Restraining Behavior of Thin-Walled Circular CFT Columns under Seismic Loads

    Goto, Y., Ebisawa, T., and Lu, X.

    Journal of Structural Engineering   140 ( 5 ) 1 - 14   2014.05  [Refereed]

    Research paper (scientific journal)   Multiple Authorship

  • Improved seismic performance of CFT piers by a newly discovered mechanism to restrain progress of local buckling deformations

    Journal of Structural Mechanics and Earthquake Engineering   69 ( 1 ) 101 - 120   2013.03  [Refereed]

    Research paper (scientific journal)   Multiple Authorship

  • Self-centering composite metal damper consisting of super-elastic and super-plastic metals

    Journal of Structural Engineering   59A   540 - 551   2013.03  [Refereed]

    Research paper (scientific journal)   Multiple Authorship

  • Ultimate states for thin-walled stiffened steel bridge piers of continuous elevated highway bridges subjected to bi-directional horizontal seismic forces and bi-directional seismic moments

    Yoshiaki Goto, Takemasa Ebisawa, Junpei Ishikawa

    J. Struct. Engineering, JSCE   57A   490 - 499   2011.03  [Refereed]

    Research paper (scientific journal)   Multiple Authorship

  • Ultimate state of thin-walled stiffened square steel bridge piers subject to bi-directional horizontal seismic forces and moments

    Yoshiaki Goto, Takemasa Ebisawa

    Proc.9th Pacific Steel Conference   9   1222 - 1229   2010.10  [Refereed]

    Research paper (international conference proceedings)   Multiple Authorship

  • Ultimate State and Design of Thin-walled Circular Steel Columns under Bi-directional Seismic Excitations (jointed worked)

    Journal of Structural Engineering   55A   629 - 642   2009.03  [Refereed]

    Research paper (scientific journal)   Multiple Authorship

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Presentations

  • 円形断面鋼製橋脚柱のコンクリート充填による耐震補強における水平耐力上昇抑制法の検討

    古田高也,後藤芳顯,海老澤健正,野中哲也

    令和2年度 土木学会全国大会  (名古屋工業大学)  2020.09  -  2020.09  公益財団法人土木学会

  • 正方形断面鋼製橋脚柱のコンクリート充填による耐震補強における水平耐力上昇抑制法の検討

    海老澤 健正,後藤 芳顯,古田 高也

    令和2年度 土木学会全国大会  (名古屋工業大学)  2020.09  -  2020.09  公益財団法人土木学会

  • A 3-dementional segment model applicable to the analysis of dynamic behaviors of continuous bridge system with CFT piers

    Lyu Fei,Yoshiaki Goto,Takemasa Ebisawa

    The Second International Bridge Seismic Workshop  2017.11  -  2017.11 

  • FE analysis of collapsing behavior of thin-walled steel piers in a 2-span elevated-girder bridge model subject to shake table accelerations

    T. Ebisawa, Y. Goto, J. Li, Y. Xu

    Seventh Kwang-Hua Forum   2016.12  -  2016.12