公開日期 | 標題 | 作者 | 來源出版物 | scopus | WOS | 全文 |
2018 | Experimental investigations on seismic behavior and design of bottom vertical boundary elements in multi-story steel plate shear walls | Li, C.-H.; Tsai, K.-C.; Su, L.; Lin, P.-C.; Lin, T.-H.; KEH-CHYUAN TSAI | Earthquake Engineering and Structural Dynamics | | | |
2014 | Experimental investigations on steel plate shear walls using box columns with or without infill concrete | Li, C.-H.; Tsai, K.-C.; Huang, H.-Y.; Tsai, C.-Y.; Lin, C.-H.; KEH-CHYUAN TSAI | 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering | | | |
1995 | Experimental Performance of Seismic Steel Beam-Column Moment Joints | 蔡克銓 ; Wu, S.; Popov, E. P.; Tsai, Keh-Chyuan | Journal of Structural Engineering, ASCE | 49 | 42 | |
1992 | Experimental Response of Building Structures Using Triangular Plate Energy Absorbing Device | 蔡克銓 ; Hong, C. P.; Su, Y. E.; Tsai, Keh-Chyuan | | | | |
1992 | Experimental Response of Seismic Eccentrically Braced Frame Subsystems | 蔡克銓 ; Young, Yeong-Fong; Tsai, Keh-Chyuan | 國立臺灣大學工程學刊 | | | |
1994 | Experimental Responses of Seismic Eccetrically Braced Frames and Ductile Vierendeel Moment Resisting Frames | 蔡克銓 ; Wei, K. C.; Tsai, Keh-Chyuan | | | | |
1991 | Experimental Studies of Large EBF Subassemblages with Link-to-Box Column Connectins | 蔡克銓 ; Yang, T. F.; Tsai, Keh-Chyuan | | | | |
1992 | Experimental Study of Semi-Precast Composite Steel Beam-to-Column Subassemblages | 蔡克銓 ; Yu, R. T.; Shang, W. B.; Tsai, Keh-Chyuan | | | | |
2005 | Experimental study on the dynamic response of gravity-designed reinforced concrete connections | Dhakal, R.P.; Pan, T.-C.; Irawan, P.; Tsai, K.-C. ; Lin, K.-C.; Chen, Chui-Hsin | Engineering Structures | | | |
2011 | Extremely large displacement dynamic analysis of elastic-plastic plane frames | Wang, R.-Z.; Tsai, K.-C.; Lin, B.-Z.; KEH-CHYUAN TSAI | Earthquake Engineering and Structural Dynamics | | | |
1990 | Frame Drift Corrections to Account for Joint Shear Deformations | Tsai, Keh-Chyuan | The 4th International Conference on Steel Structures and Space Frames | | | |
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 | Journal of Constructional Steel Research | 13 | 6 | |
2016 | Full-Scale Pseudodynamic Testing of Self-Centering Steel Plate Shear Walls | Dowden, D.M.; Clayton, P.M.; Li, C.-H.; Berman, J.W.; Bruneau, M.; Lowes, L.N.; Tsai, K.-C.; KEH-CHYUAN TSAI | Journal of Structural Engineering | | | |
2010 | A ground motion scaling method considering higher-mode effects and structural characteristics | Weng, Yuan-Tao; Tsai, Keh-Chyuan ; Chan, Ya-Ran | Earthquake Spectra | 12 | 12 | |
2014 | High-mode buckling responses of buckling-restrained brace core plates | Wu, A.-C.; Lin, P.-C.; Tsai, K.-C.; KEH-CHYUAN TSAI | Earthquake Engineering and Structural Dynamics | | | |
2014 | High-strength RC columns subjected to high-axial and increasing cyclic lateral loads | Bhayusukma, M.Y.; Tsai, K.-C.; KEH-CHYUAN TSAI | Earthquake and Structures | | | |
2017 | Hybrid experimental performance of a full-scale two-story buckling-restrained braced RC frame | Wu, A.-C.; Tsai, K.-C.; Yang, H.-H.; Huang, J.-L.; Li, C.-H.; Wang, K.-J.; Khoo, H.-H.; KEH-CHYUAN TSAI | Earthquake Engineering and Structural Dynamics | | | |
2019 | Hybrid testing with model updating on steel panel damper substructures using a multi-axial testing system | Wang, K.-J.; Chuang, M.-C.; Tsai, K.-C.; Li, C.-H.; Chin, P.-Y.; Chueh, S.-Y.; KEH-CHYUAN TSAI | Earthquake Engineering and Structural Dynamics | | | |
1998 | Improved time integration for pseudodynamic tests | Chang, S.-Y.; Tsai, K.-C.; Chen, K.-C.; KEH-CHYUAN TSAI | Earthquake Engineering and Structural Dynamics | | | |
2020 | Inelastic behavior and seismic design of multistory chevron-braced frames with yielding beams | Roeder, C.W. et al.; KEH-CHYUAN TSAI | Journal of Constructional Steel Research | | 9 | |