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Takemasa Ebisawa

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Ebisawa, Takemasa / Matsumoto, Takashi / Horii, Hideyuki (2001): An Optimization Problem of Hybrid Structural Form With Ductile And Brittle Materials. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 675 (avril 2001).

    https://doi.org/10.2208/jscej.2001.675_287

  2. Hori, Muneo / Inoue, Junya / Ichimura, Tsuyoshi / Nakamura, Hikaru / Wakai, Akihiko / Ebisawa, Takemasa / Yamaguchi, Naoya (2005): Standardization Of Sesimic Resistance Design Procedures And Unified Visualization Of Structure Response For Improvement Of Engineering Ability. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 794 ( 2005).

    https://doi.org/10.2208/jscej.2005.794_171

  3. Goto, Yoshiaki / Ebisawa, Takemasa / Lu, Xilin / Lu, Wensheng (2015): Ultimate State of Thin-Walled Circular Steel Columns Subjected to Biaxial Horizontal Forces and Biaxial Bending Moments Caused by Bidirectional Seismic Accelerations. Dans: Journal of Structural Engineering (ASCE), v. 141, n. 4 (avril 2015).

    https://doi.org/10.1061/(asce)st.1943-541x.0001067

  4. Goto, Yoshiaki / Ebisawa, Takemasa / Lu, Xilin (2014): Local Buckling Restraining Behavior of Thin-Walled Circular CFT Columns under Seismic Loads. Dans: Journal of Structural Engineering (ASCE), v. 140, n. 5 (mai 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000904

  5. Goto, Yoshiaki / Ebisawa, Takemasa / Obata, Makoto / Li, Jianzhong / Xu, Yan (2017): Ultimate Behavior of Steel and CFT Piers in Two-Span Continuous Elevated-Girder Bridge Models Tested by Shake-Table Excitations. Dans: Journal of Bridge Engineering (ASCE), v. 22, n. 5 (mai 2017).

    https://doi.org/10.1061/(asce)be.1943-5592.0001021

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