第 1 到 8 筆結果,共 8 筆。
公開日期 | 標題 | 作者 | 來源出版物 | scopus | WOS | 全文 | |
---|---|---|---|---|---|---|---|
1 | 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 | Earthquake Spectra | 5 | 1 | |
2 | 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 | Earthquake Spectra | 5 | 3 | |
3 | 2012 | Cyclic test of a coupled steel plate shear wall substructure | Li, Chao-Hsien; KEH-CHYUAN TSAI ; Chang, Jing-Tang; Lin, Chih-Han | Procedia Engineering | 13 | 0 | |
4 | 2012 | Investigation of the seismic response of three-story special concentrically braced frames | Lumpkin, E.J.; Hsiao, P.-C.; Roeder, C.W.; Lehman, D.E.; Tsai, C.-Y.; Wu, A.-C.; Wei, C.-Y.; Tsai, K.-C.; KEH-CHYUAN TSAI | Journal of Constructional Steel Research | |||
5 | 2012 | Understanding the trends in torsional effects in asymmetric-plan buildings | Lin, Jui-Liang; Tsai, Keh-Chyuan ; Chuang, Ming-Chieh | Bulletin of Earthquake Engineering | 13 | 11 | |
6 | 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 | |
7 | 2012 | An online optimization method for bridge dynamic hybrid simulations | Yang, Y.-S.; Tsai, K.-C.; Elnashai, A.S.; Hsieh, T.-J.; KEH-CHYUAN TSAI | Simulation Modelling Practice and Theory | |||
8 | 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 |