Issue Date | Title | Author(s) | Source | scopus | WOS | Fulltext/Archive link |
2011 | Analytical simulations for shaking table tests of a full scale buckling restrained braced frame | Yu, Y.J.; Tsai, K.C.; Li, C.H.; Weng, Y.T.; Tsai, C.Y.; KEH-CHYUAN TSAI | Procedia Engineering | 6 | 0 | |
2002 | Axial load behavior of stiffened concrete-filled steel columns | Huang, C.S.; Yeh, Y.-K.; Liu, G.-Y.; Hu, H.-T.; Tsai, K.C.; Weng, Y.T.; Wang, S.H.; Wu, M.-H.; KEH-CHYUAN TSAI | Journal of Structural Engineering | 300 | 2 | |
2014 | A cloud service for seismic design of buckling-restrained braces and connections | Chuang, M.C.; Lin, P.C.; Wu, A.C.; Tsai, K.C.; KEH-CHYUAN TSAI | 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering | 1 | 0 | |
2005 | Composite Moment Frame – Full Scale Testing Confirms Seismic Performance | Deierlein, G. G.; Cordova, P.; Tsai, K.C.; Chen, C.H.; Lai, W.C. | Concrete International | | | |
1995 | Cyclic performance of steel beam-column moment joints | Tsai, K.C.; Wu, S.; Popov, E.P.; KEH-CHYUAN TSAI | Engineering Structures | 19 | 14 | |
2011 | Cyclic test of a Coupled Steel Plate Shear Wall substructure | Li, C.H.; Tsai, K.C.; Chang, J.T.; Lin, C.H.; KEH-CHYUAN TSAI | Procedia Engineering | 11 | 0 | |
2009 | Cyclic Tests of Four Two-Story Narrow Steel Plate Shear Walls. Part 1: Analytical Studies and Specimen Design | Tsai, K.C.; Li, C.H. | Earthquake Engng Struct. Dyn. | | | |
2007 | The effects of power on–off durations of pulsed ultrasound on cancer cell destruction | Fang, H.Y.; Fang, H.Y.; Tsai, K.C.; Tsai, K.C.; Cheng, W.H.; Shieh, M.J.; Shieh, M.J.; Lou, P.J.; Lou, P.J.; Lin, W.L.; Lin, W.L.; Chen, W.S.; Chen, W.S. | International Journal of Hyperthermia | | | |
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, C.H. | Engineering Structures | 57 | 51 | |
2009 | Modal Parameters for the Analysis of Inelastic Asymmetric-Plan Structures | Lin, J.L.; Tsai, K.C. | Earthquake Spectra | 10 | 10 | |
2007 | Networked Hybrid Simulation of Large-scale Structures in Taiwan | Tsai, K.C.; Hsieh, S.H.; Yang, Y.S.; Wang, K.J. | Monograph on Hybrid Simulation | | | |
2014 | Numerical and experimental assessment of chevron braced frames with weak beams | Sen, A.D.; Pan, L.; Sloat, D.; Roeder, C.W.; Lehman, D.E.; Berman, J.W.; Tsai, K.C.; Li, C.H.; Wu, A.C.; KEH-CHYUAN TSAI | NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering | 2 | 0 | |
2009 | Object-oriented Development and Application of a Nonlinear Structural Analysis Framework | Lin, B.Z.; Chuang, M.C.; Tsai, K.C. | Advances in Engineering Software | 60 | 47 | |
2007 | Object-oriented Program Frameworks for Nonlinear Structural Analysis and Visualizations | Lin, B.Z.; Hsu, F.W.; Chuang, M.J.; Tsai, K.C. | Structural Engineering | | | |
2003 | Perfomance Evaluation of Buckling Restrained Braced Frames | Tsai, K.C.; Weng, Y.T.; Weng, C.S.; Huang, Y.C. | Structural Engineering | | | |
2009 | Promotion Planning for Application of an Earthquake Early Warning System in Taiwan | Chen, L.C.; Wu, B.R.; Kuo, K.W.; Tsai, K.C.; Hsiao, N.C.; Chen, M.; Wu, T.S. | Journal of Disaster Research | 0 | 0 | |
2014 | The reasons for the trends in torsional effects in asymmetric-plan buildings | Lin, J.L.; Tsai, K.C.; Chuang, M.C.; KEH-CHYUAN TSAI | NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering | 0 | 0 | |
2003 | Reconnaissance Report on the 31 March 2002 Earthquake in East Coast of Taiwan | Loh, C.H.; Tsai, K.C.; Chung, L.L.; Yeh, C.H. | Earthquake Spectra | | |  |
2003 | Reconnaissance Report on the 31 March 2002 Earthquake on the East Coast of Taiwan | Loh, C.H.; Tsai, K.C.; Chung, L.L.; Yeh, C.H.; KEH-CHYUAN TSAI | Earthquake Spectra | 10 | 10 | |
2007 | Seismic analysis of two-way asymmetric building systems under bi-directional seismic ground motions | Lin, J.L.; Tsai, K.C. | Earthquake Engineering & Structural Dynamics | 69 | 54 | |