[1] | Tsai, Meng-Hao and Huang, Tsuei-Chiang (2011), "Numerical investigation on the progressive collapse resistance of an RC building with brick infills under column loss, " International Journal of Engineering and Applied Sciences, Vol.7, No.1, pp.27-34. |
[2] | Tsai, Meng‐Hao (2010), "An analytical methodology for the dynamic amplification factor in progressive collapse evaluation of building structures, " Mechanics Research Communications, Vol.37, pp.61‐66. |
[3] | Tsai, Meng-Hao and Huang, Tsuei-Chiang (2010), "Effect of Interior Brick-infill Partitions on the Progressive Collapse Potential of a RC Building: Linear Static Analysis Results, " International Journal of Engineering and Applied Sciences, Vol.6, No.1, pp.1-7. |
[4] | Tsai, Meng‐Hao and Lin, Bing‐Hui (2009), "Dynamic Amplification Factor for Progressive Collapse Resistance Analysis of an RC Building, " Structural Design of Tal l and Special Buildings, Vol.18, No.5, pp.539‐557. |
[5] | Tsai, Meng‐Hao and Lin, Bing‐Hui, (2008), "Investigation of progressive collapse resistance and inelastic response for an earthquake‐resistant RC building subjected to column failure, " Engineering Structures, Vol.30, No.12, pp.3619‐3628. |
[6] | Tsai, Meng‐Hao (2008), "Transverse Earthquake Response Analysis of a Seismically Isolated Regular Bridge with Partial Restraint, " Engineering Structures, Vol.30, No.2, pp. 393‐403. |
[7] | Tsai, Meng‐Hao, Wu, Si‐Yi, Chang, Kuo‐Chun, and Lee, George C., (2007), "Shaking Table Tests of A Scaled Bridge Model with Rolling‐Type Seismic Isolation Bearings, " Engineering Structures, Vol.29, No.5, pp.694‐702. |
[8] | Tsai, Meng‐Hao, Kasai, Kazuhiko, and Tamura, Tetsuro, (2007), "Near‐Resonance Behavior of a Viscoelastically Damped Building Model under Uniform Flow, " Journal of the Chinese Institute of Engineers, Vol.30, No.1, pp.43‐52. |
[9] | Shen, J., Tsai, M. H., Chang, K. C., and Lee, G. C. (2004), "Performance of A Seismically Isolated Bridge under Near‐Fault Earthquake Ground Motions, " Journal of Structural Engineering, ASCE, Vol.130, No.6, June 2004. |
[10] | Lin, Yu‐Yuan, Tsai, Meng‐Hao, and Chang Kuo‐Chun (2003), "On the Discussion of the Damping Reduction Factors in the Constant Acceleration Region for ATC‐40 and FEMA‐273, " Earthquake Spectra, Technical Note, Vol.19, Issue 4, pp.1001~1006, November 2003. |
[11] | Lin, Y. Y., Tsai, M. H., Hwang, J. S., and Chang, K. C. (2003), "Direct Displacement‐Based Design for Buildings with Passive Energy Dissipation Systems, " Engineering Structures, Vol.25, No.1, pp.25~37. |
[12] | Chang, K. C., Tsai, M. H., Hwang, J. S., and Wei, S. S. (2003), "Field Test ing of A Seismically Isolated Concrete Bridge, " Structural Engineering & Mechanics, An International Journal, Vol.16, No.3, September 2003, pp.241‐257. |
[13] | Tsai, M. H. and Chang, K. C. (2002), "Higher‐Mode Effect on the Seismic Responses of Buildings with Viscoelastic Dampers, " Journal of Earthquake Engineering and Engineering Vibration, Vol.1, No.1, 2002, pp.119~129. (EI) |
[14] | Lin, Y. Y., Chang, K. C., Tsai, M. H., and Wang, T. F. (2002), "Displacement‐Based Seismic Design for Buildings, " Journal of the Chinese Institute of Engineers, Vol.25, No.1, 2002, pp.89~98. |
[15] | Tsai, M. H. and Chang, K. C. (2001), "A Study of the Modal Strain Energy Method for Viscoelastically Damped Structures, " Journal of the Chinese Institute of Engineers, Vol. 24, No. 3, pp.311~320. |
[16] | Chang, K. C., Chang, D. W., Tsai, M. H., and Sung, Y. C. (2000), "Seismic Performance of Highway Bridges, " Earthquake Engineering and Engineering Seismology, An International Journal, Chinese Taiwan Society for Earthquake Engineering, Vol.2, No.1, pp.85~105. |
[17] | Chang, K. C., Tsai, M. H. and Lai, M. L. (2001), "Shaking Table Study of A 2/5 Scale Steel Frame with New Viscoelastic Dampers, " Structural Engineering & Mechanics, An International Journal, Vol.11, No.3, March 2001. |
[18] | Chang, K. C. and Tsai, M. H. (1998), "Recent Research and Application of Earthquake Protection Systems in Taiwan, " Journal of the Earthquake Engineering Society of Korea, Vol.2, No.3, pp.37‐49. |
[19] | Chang, K. C., Tsai, M. H., Chang, Y. H., and Lai, M. L. (1998), "Temperature Rise Effect of Viscoelastically Damped Structure under Strong Earthquake Ground Motions, " The Chinese Journal of Mechanics, Vol.14, No.3, pp.45‐55. |
[20] | Hwang, J. S., Chang, K. C. and Tsai, M. H. (1997), "Composite Damping Ratio of Seismically Isolated Regular Bridges, " Engineering Structures, Vol.19, No.1, pp.55‐62. |