公開日期 | 標題 | 作者 | 來源出版物 | scopus | WOS | 全文 |
2009 | Special perforated steel plate shear walls with reduced beam section anchor beams. I: Experimental investigation | Vian, D.; Bruneau, M.; Tsai, K.C.; Lin, Y.-C.; KEH-CHYUAN TSAI | Journal of Structural Engineering | 132 | 107 | |
2002 | Spectral Story Drift Demand Analysis for Building Structures During the 1999 Chi-Chi Taiwan Earthquake | Tsai, K.C.; Weng, Y.T.; KEH-CHYUAN TSAI | Journal of the Chinese Institute of Engineers | 2 | 2 | |
1992 | Stability of Beams in Eccentrically Braced Frames | 蔡克銓 ; Engelhardt, M. D.; Popov, E. P.; Tsai, Keh-Chyuan | The 9th ASCE Engineering Mechanics Conference | | | |
1992 | Stability of Beams in Eccentrically Braced Frames | 蔡克銓 ; Engelhardt, M. D.; Popov, E. P.; Tsai, Keh-Chyuan | | | | |
1995 | Steel Plate Energy Dissipators for a 5-Story Frame | 蔡克銓 ; Yu, R. T.; 蔡益超; Tsai, Keh-Chyuan ; Tsai, I-Chau | ASCE Structures Congress | | | |
1992 | Steel Triangular Plate Energy Absorber for Earthquake Resistant Buildings | 蔡克銓 ; Hong, C. P.; Tsai, Keh-Chyuan | | | | |
2019 | Stiffness configuration of strongbacks to mitigate inter-story drift concentration in buildings | Lin, J.-L.; Kek, M.-K.; Tsai, K.-C.; KEH-CHYUAN TSAI | Engineering Structures | 6 | 5 | |
2021 | Strength and Plastic Rotation Capacity of I-Shaped Beams with Grid-Purlin System Subjected to Cyclic Loading | Matsui R; Koizumi K; Lin P.-C; Iwanaga M; Wu A.-C; Takeuchi T; Tsai K.-C.; KEH-CHYUAN TSAI | Journal of Structural Engineering (United States) | 2 | 0 | |
1994 | A Study of Ductile Vierendeel Moment Resisting Frames | 蔡克銓 ; Wei, K. C.; Shang, W. B.; Tsai, Keh-Chyuan | Structural Engineering | | | |
1993 | A Study of Triangular Plate Energy Absorbers Using Substructure Pseudodynamic Testings | 蔡克銓 ; Li, C. W.; Tsai, Keh-Chyuan | | | | |
2006 | Study on the Fragility of Building Structures in Taiwan | Liao, Wen-I; Loh, Chin-Hsiung ; Tsai, Keh-Chyuan | Natural Hazard (Int. Journal) | 11 | 9 | |
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 | Journal of Constructional Steel Research | 28 | 19 | |
2016 | Suitability of using the torsional amplification factor to amplify accidental torsion | Lin, J.-L.; Wang, W.-C.; Tsai, K.-C.; KEH-CHYUAN TSAI | Engineering Structures | 6 | 5 | |
1992 | Tentative Seismic Provisions for Structural Steel Buildings in Taiwan | 蔡克銓 ; 蔡益超; Chiou, C. P.; Tsai, Keh-Chyuan ; Tsai, I-Chau | The 1st National Congress on Structural Engineering | | | |
2008 | Testing of full-scale two-story steel plate shear wall with reduced beam section connections and composite floors | Qu, B.; Bruneau, M.; Lin, C.-H.; Tsai, K.-C.; KEH-CHYUAN TSAI | Journal of Structural Engineering | 126 | 91 | |
1993 | Theories, Experiments and Applications of Steel Triangular Plate Energy Absorbers | Tsai, Keh-Chyuan | Structural Engineering | | | |
2014 | Theory and Applications of the 3-DOF Modal System for PBSE of Asymmetrical Buildings | Lin, J.-L.; Tsai, K.-C.; KEH-CHYUAN TSAI | Geotechnical, Geological and Earthquake Engineering | 0 | 0 | |
1995 | TPEA device as seismic damper for high-rise buildings | Tsai, C.S.; Tsai, K.C.; KEH-CHYUAN TSAI | Journal of Engineering Mechanics | 60 | 40 | |
2011 | A translator approach for distributed earthquake engineering hybrid simulation across heterogeneous environments | Yang Y.-S.; Yang C.-T.; Hsieh S.-H. ; Lin L.-X.; KEH-CHYUAN TSAI | Journal of the Chinese Institute of Engineers, Transactions of the Chinese Institute of Engineers, Series A | 2 | 2 | |
2019 | Two-degree-of-freedom modal response history analysis of buildings with specific vertical irregularities | Lin, J.-L.; Tsaur, C.-C.; Tsai, K.-C.; KEH-CHYUAN TSAI | Engineering Structures | 6 | 7 | |