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"tsai keh chyuan"
Showing items 1-25 of 174 (7 Page(s) Totally)
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| 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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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Wu, Ke-Chiang; Li, Bing; Tsai, Keh-Chyuan; Wu, Ke-Chiang; Li, Bing; Tsai, Keh-Chyuan |
Showing items 1-25 of 174 (7 Page(s) Totally)
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