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Showing items 21-30 of 174  (18 Page(s) Totally)
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Institution Date Title Author
國立臺灣大學 2011 The effects of explosive mass ratio on residual compressive capacity of contact blast damaged composite columns Wu, Ke-Chiang; Li, Bing; Tsai, Keh-Chyuan
國立臺灣大學 2011 Residual axial compression capacity of localized blast-damaged RC columns Wu, Ke-Chiang; Li, Bing; Tsai, Keh-Chyuan
臺大學術典藏 2011 Bi‐directional coupled tuned mass dampers for the seismic response control of two‐way asymmetric‐plan buildings Tsai, Keh-Chyuan; Yu, Yi-Jer; Lin, Jui-Liang; Tsai, Keh-Chyuan; Yu, Yi-Jer; Lin, Jui-Liang
臺大學術典藏 2011 The effects of explosive mass ratio on residual compressive capacity of contact blast damaged composite columns Wu, Ke-Chiang; Li, Bing; Tsai, Keh-Chyuan; Wu, Ke-Chiang; Li, Bing; Tsai, Keh-Chyuan
臺大學術典藏 2011 Residual axial compression capacity of localized blast-damaged RC columns Wu, Ke-Chiang; Li, Bing; Tsai, Keh-Chyuan; Wu, Ke-Chiang; Li, Bing; Tsai, Keh-Chyuan
臺大學術典藏 2011 Estimation of the seismic energy demands of two-way asymmetric-plan building systems Lin, Jui-Liang; Tsai, Keh-Chyuan; Lin, Jui-Liang; Tsai, Keh-Chyuan
國立臺灣大學 2010 Seismic steel jacketing of rectangular RC bridge columns for the mitigation of lap-splice failures Lin, Min-Lang; Chen, Pei-Ching; Tsai, Keh-Chyuan; Yu, Yi-Jer; Liu, Jun-Gu
國立臺灣大學 2010 Sub-structural pseudo-dynamic performance of two full-scale two-story steel plate shear walls Lin, Chih-Han; Tsai, Keh-Chyuan; Qu, Bing; Bruneau, Michel
國立臺灣大學 2010 Analytical studies of a full-scale steel building shaken to collapse Yu, Yi-Jer; Tsai, Keh-Chyuan; Weng, Yuan-Tao; Lin, Bo-Zhou; Lin, Jui-Liang
國立臺灣大學 2010 A ground motion scaling method considering higher-mode effects and structural characteristics Weng, Yuan-Tao; Tsai, Keh-Chyuan; Chan, Ya-Ran

Showing items 21-30 of 174  (18 Page(s) Totally)
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