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機構	日期	題名	作者
臺大學術典藏	2018-07-09T21:47:47Z	Inelastic Responses of Two-Way Asymmetric-Plan Structures under Bidirectional Ground Excitations-Part II: Response Spectra	Lin, Jui-Liang; Yang, Wen-Chia; Tsai, Keh-Chyuan; Lin, Jui-Liang; Yang, Wen-Chia; Tsai, Keh-Chyuan
臺大學術典藏	2018-07-09T18:40:38Z	Frame Drift Corrections to Account for Joint Shear Deformations	Tsai, Keh-Chyuan; Tsai, Keh-Chyuan
國立交通大學	2014-12-08T15:25:09Z	Composite slab effects on self-centering connections with steel beams post-tensioned to a CFT column	Chou Chung-Che; Wang Yu-Chi; Chen Jun-Hen; Tsai Keh-Chyuan
國立交通大學	2014-12-08T15:16:11Z	Evaluating performance of post-tensioned steel connections with strands and reduced flange plates	Chou, Chung-Che; Chen, Jun-Hen; Chen, Yu-Chih; Tsai, Keh-Chyuan
國立交通大學	2014-12-08T15:12:19Z	Seismic self-centering steel beam-to-column moment connections using bolted friction devices	Tsai, Keh-Chyuan; Chou, Chung-Che; Lin, Chi-Lon; Chen, Pei-Ching; Jhang, Sheng-Jhih
國立交通大學	2014-12-08T15:07:45Z	Seismic rehabilitation performance of steel side plate moment connections	Chou, Chung-Che; Tsai, Keh-Chyuan; Wang, Yuang-Yu; Jao, Chih-Kai
臺大學術典藏	2012-10-13T09:59:32Z	A ground motion scaling method considering higher-mode effects and structural characteristics	Chan, Ya-Ran; Tsai, Keh-Chyuan; Weng, Yuan-Tao; Weng, Yuan-Tao;Tsai, Keh-Chyuan;Chan, Ya-Ran
國立臺灣大學	2012	Cyclic test of a coupled steel plate shear wall substructure	Li, Chao-Hsien; Tsai, Keh-Chyuan; Chang, Jing-Tang; Lin, Chih-Han; Chen, Jia-Chian; Lin, Te-Hung; Chen, Pei-Ching
國立臺灣大學	2012	Understanding the trends in torsional effects in asymmetric-plan buildings	Lin, Jui-Liang; Tsai, Keh-Chyuan; Chuang, Ming-Chieh
國立臺灣大學	2012	Seismic design and hybrid tests of a full‐scale three‐story buckling‐restrained braced frame using welded end connections and thin profile	Lin, Pao-Chun; Tsai, Keh-Chyuan; Wang, Kung-Juin; Yu, Yi-Jer; Wei, Chih-Yu; Wu, An-Chien; Tsai, Ching-Yi; Lin, Chih-Han; Chen, Jia-Chian; Schellenberg, Andreas H.; Mahin, Stephen A.; Roeder, Charles W.
國立臺灣大學	2012	Full-scale fatigue tests of a cable-to-orthotropic bridge deck connection	Lin, Chih-Han; Lin, Ker-Chun; Tsai, Keh-Chyuan; Jhuang, Sheng-Jhih; Lin, Min-Lang; Chen, Jia-Chian; Chen, Pei-Ching; Wang, Kung-Juin; Lin, Sheng-Lin
國立臺灣大學	2012	Inelastic Responses of Two-Way Asymmetric-Plan Structures under Bidirectional Ground Excitations-Part I: Modal Parameters	Lin, Jui-Liang; Tsai, Keh-Chyuan; Yang, Wen-Chia
國立臺灣大學	2012	Inelastic Responses of Two-Way Asymmetric-Plan Structures under Bidirectional Ground Excitations-Part II: Response Spectra	Lin, Jui-Liang; Yang, Wen-Chia; Tsai, Keh-Chyuan
臺大學術典藏	2012	Cyclic test of a coupled steel plate shear wall substructure	Li, Chao-Hsien; Tsai, Keh-Chyuan; Chang, Jing-Tang; Lin, Chih-Han; Chen, Jia-Chian; Lin, Te-Hung; Chen, Pei-Ching; Li, Chao-Hsien; Tsai, Keh-Chyuan; Chang, Jing-Tang; Lin, Chih-Han; Chen, Jia-Chian; Lin, Te-Hung; Chen, Pei-Ching
臺大學術典藏	2012	Understanding the trends in torsional effects in asymmetric-plan buildings	Lin, Jui-Liang; Tsai, Keh-Chyuan; Chuang, Ming-Chieh; Lin, Jui-Liang; Tsai, Keh-Chyuan; Chuang, Ming-Chieh
臺大學術典藏	2012	Seismic design and hybrid tests of a full‐scale three‐story buckling‐restrained braced frame using welded end connections and thin profile	Lin, Pao-Chun; Tsai, Keh-Chyuan; Wang, Kung-Juin; Yu, Yi-Jer; Wei, Chih-Yu; Wu, An-Chien; Tsai, Ching-Yi; Lin, Chih-Han; Chen, Jia-Chian; Schellenberg, Andreas H.; Mahin, Stephen A.; Roeder, Charles W.; Lin, Pao-Chun; Tsai, Keh-Chyuan et al.
臺大學術典藏	2012	Full-scale fatigue tests of a cable-to-orthotropic bridge deck connection	Lin, Chih-Han; Lin, Ker-Chun; Tsai, Keh-Chyuan; Jhuang, Sheng-Jhih; Lin, Min-Lang; Chen, Jia-Chian; Chen, Pei-Ching; Wang, Kung-Juin; Lin, Sheng-Lin; Lin, Chih-Han; Lin, Ker-Chun; Tsai, Keh-Chyuan; Jhuang, Sheng-Jhih; Lin, Min-Lang; Chen, Jia-Chian; Chen, Pei-Ching; Wang, Kung-Juin; Lin, Sheng-Lin
臺大學術典藏	2012	Inelastic Responses of Two-Way Asymmetric-Plan Structures under Bidirectional Ground Excitations-Part I: Modal Parameters	Lin, Jui-Liang; Tsai, Keh-Chyuan; Yang, Wen-Chia; Lin, Jui-Liang; Tsai, Keh-Chyuan; Yang, Wen-Chia
國立臺灣大學	2011	Bi‐directional coupled tuned mass dampers for the seismic response control of two‐way asymmetric‐plan buildings	Lin, Jui-Liang; Tsai, Keh-Chyuan; Yu, Yi-Jer
國立臺灣大學	2011	Estimation of the seismic energy demands of two-way asymmetric-plan building systems	Lin, Jui-Liang; Tsai, Keh-Chyuan
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
國立臺灣大學	2010	Cyclic tests of four two‐story narrow steel plate shear walls. Part 2: experimental results and design implications	Li, Chao-Hsien; Tsai, Keh-Chyuan; Lin, Chih-Han; Chen, Pei-Ching
臺大學術典藏	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; Yu, Yi-Jer; Tsai, Keh-Chyuan; Weng, Yuan-Tao; Lin, Bo-Zhou; Lin, Jui-Liang
臺大學術典藏	2009-02-19T12:22:35Z	Pseudodynamic Performance of Steel Plate Energy Dissipating Substructures	Wang, T. F.; Li, J. W.; Tsai, Keh-Chyuan; Li, J. W.; Wang, T. F.; 蔡克銓; Li, J. W.; Wang, T. F.; Tsai, Keh-Chyuan
國立臺灣大學	2006-01	Study on the Fragility of Building Structures in Taiwan	Liao, Wen-I; Loh, Chin-Hsiung; Tsai, Keh-Chyuan
國立臺灣大學	2006-01	Overview of Taiwan Earthquake Loss Estimation System	Yeh, Chin-Hsun; Loh, Chin-Hsiung; Tsai, Keh-Chyuan
臺大學術典藏	2006-01	Study on the Fragility of Building Structures in Taiwan	Liao, Wen-I; Loh, Chin-Hsiung; Tsai, Keh-Chyuan; Liao, Wen-I; Loh, Chin-Hsiung; Tsai, Keh-Chyuan
臺大學術典藏	2006-01	Overview of Taiwan Earthquake Loss Estimation System	Yeh, Chin-Hsun; Loh, Chin-Hsiung; Tsai, Keh-Chyuan; Yeh, Chin-Hsun; Loh, Chin-Hsiung; Tsai, Keh-Chyuan
國立高雄大學	2006	Evaluating Deformation Demands for Middle-rise Steel Office Buildings Using Near-fault Records with and without Pulse Signals	張惠雲; Tsai, Keh-Chyuan; Lin, Ker-Chun
國立臺灣大學	1997	結構控制研究群:含遲滯消能裝置隔震系統之耐震行為研究	楊永斌; 羅俊雄; 田堯彰; 蔡克銓; Yang, Yeong-Bin; Loh, Chin-Hsiung; Tan, Yaun-Chan; Tsai, Keh-Chyuan
國立臺灣大學	1997	結構控制研究群:基礎隔震系統與能量吸收裝置的動力特性	楊永斌; 羅俊雄; 田堯彰; 蔡克銓; Yang, Yeong-Bin; Loh, Chin-Hsiung; Tan, Yaun-Chan; Tsai, Keh-Chyuan
國立臺灣大學	1997	結構控制研究群:隔震結構之分析與研究	楊永斌; 羅俊雄; 田堯彰; 蔡克銓; Yang, Yeong-Bin; Loh, Chin-Hsiung; Tan, Yaun-Chan; Tsai, Keh-Chyuan
國立臺灣大學	1995-10	ADAS Device as Seismic Damper for High-Rise Buildings	蔡克銓; Tsai, C. S.; Tsai, Keh-Chyuan; Tsai, C. S.
臺大學術典藏	1995-10	ADAS Device as Seismic Damper for High-Rise Buildings	Tsai, C. S.; Tsai, Keh-Chyuan; 蔡克銓; Tsai, C. S.; Tsai, Keh-Chyuan
國立臺灣大學	1995-06	Experimental Performance of Seismic Steel Beam-Column Moment Joints	蔡克銓; Wu, S.; Popov, E. P.; Tsai, Keh-Chyuan; Wu, S.; Popov, E. P.
臺大學術典藏	1995-06	Experimental Performance of Seismic Steel Beam-Column Moment Joints	Wu, S.; Popov, E. P.; Tsai, Keh-Chyuan; 蔡克銓; Wu, S.; Popov, E. P.; Tsai, Keh-Chyuan; Popov, E. P.
國立臺灣大學	1995	Nonlinear Structural Analysis for Seismic Building Design	蔡克銓; Li, J. W.; Wang, T. F.; Tsai, Keh-Chyuan; Li, J. W.; Wang, T. F.
國立臺灣大學	1995	Steel Plate Energy Dissipators for a 5-Story Frame	蔡克銓; Yu, R. T.; 蔡益超; Tsai, Keh-Chyuan; Yu, R. T.; Tsai, I-Chau
臺大學術典藏	1995	Nonlinear Structural Analysis for Seismic Building Design	Li, J. W.; Tsai, Keh-Chyuan; Wang, T. F.; 蔡克銓; Li, J. W.; Wang, T. F.; Tsai, Keh-Chyuan; Wang, T. F.
臺大學術典藏	1995	Steel Plate Energy Dissipators for a 5-Story Frame	Tsai, Keh-Chyuan; Yu, R. T.; Tsai, I-Chau; 蔡克銓; Yu, R. T.; 蔡益超; Tsai, Keh-Chyuan; Yu, R. T.; Tsai, I-Chau
國立臺灣大學	1994-12	Seismic Design of Beam-to-Wide Flang Column Joints	蔡克銓; Wu, S.; Chen, C. Y.; Tsai, Keh-Chyuan; Wu, S.; Chen, C. Y.

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