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Takemasa Ebisawa

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Ebisawa, Takemasa / Matsumoto, Takashi / Horii, Hideyuki (2001): An Optimization Problem of Hybrid Structural Form With Ductile And Brittle Materials. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 675 (April 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. In: 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. In: Journal of Structural Engineering (ASCE), v. 141, n. 4 (April 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. In: Journal of Structural Engineering (ASCE), v. 140, n. 5 (May 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. In: Journal of Bridge Engineering (ASCE), v. 22, n. 5 (May 2017).

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

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