公開日期 | 標題 | 作者 | 來源出版物 | scopus | WOS | 全文 |
2010 | Cyclic responses of three 2-story seismic concentrically braced frames | Tsai, C.-Y.; Tsai, K.-C.; Lin, C.-H.; Wei, C.-Y.; Wang, K.-J.; Yu, Y.-J.; Wu, A.-C.; KEH-CHYUAN TSAI | Frontiers of Architecture and Civil Engineering in China | | | |
2010 | Cyclic tests of four two-story narrow steel plate shear walls-Part 1: Analytical studies and specimen design | Tsai, K.-C.; Li, C.-H.; Lin, C.-H.; Yu, C.T.; Yu, Y.-J.; KEH-CHYUAN TSAI | Earthquake Engineering and Structural Dynamics | | | |
2011 | Development of PISA4SB for applications in the Taiwan school building seismic retrofit program | Chuang, M.-C.; Liao, E.; Lai, V.P.; Yu, Y.-J.; Tsai, K.-C.; KEH-CHYUAN TSAI | Procedia Engineering | | | |
2013 | Earthquake response analyses of a full-scale five-story steel frame equipped with two types of dampers | Yu, Y.-J.; Tsai, K.-C.; Li, C.-H.; Weng, Y.-T.; Tsai, C.-Y.; KEH-CHYUAN TSAI | Earthquake Engineering and Structural Dynamics | | | |
2013 | Seismic design and hybrid tests of a full-scale three-story concentrically braced frame using in-plane buckling braces | Tsai, C.-Y.; Tsai, K.-C.; Lin, P.-C.; Ao, W.-H.; Roeder, C.W.; Mahin, S.A.; Lin, C.-H.; Yu, Y.-J.; Wang, K.-J.; Wu, A.-C.; Chen, J.-C.; Lin, T.-H.; KEH-CHYUAN TSAI | Earthquake Spectra | | | |
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 et al. ; Wang, K.-J.; Yu, Y.-J.; Wei, C.-Y.; Wu, A.-C.; Tsai, C.-Y.; Lin, C.-H.; Chen, J.-C.; Schellenberg, A.H.; Mahin, S.A.; KEH-CHYUAN TSAI | Earthquake Engineering & Structural Dynamics | 73 | 57 | |
2014 | Welded end-slot connection and debonding layers for buckling-restrained braces | Tsai, K.-C.; Wu, A.-C.; Wei, C.-Y.; Lin, P.-C.; Chuang, M.-C.; Yu, Y.-J.; KEH-CHYUAN TSAI | Earthquake Engineering and Structural Dynamics | | | |