Seismic Performance Evaluation of Buildings in Taiwan

Article Preview

Abstract:

Integrating the available research results from fragility analysis of building structures and seismic hazard analysis, this study explored some probability information for current earthquake resistant design for general buildings and examined structural performance of buildings under the action of earthquake motions. The results of this study show that performance objectives suggested by FEMA are not realized for the buildings of light steel, pre-cast concrete, reinforced masonry, and un-reinforced masonry, designed according to the Taiwan seismic design standards. The results may provide some valuable information for future code calibration in Taiwan.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1854-1857

Citation:

Online since:

September 2014

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] B. Ellingwood, K. Kinali: Quantifying and communicating uncertainty in seismic risk assessment, Structural Safety, Vol. 31, No. 2 (2009), pp.179-187.

DOI: 10.1016/j.strusafe.2008.06.001

Google Scholar

[2] J. H. Lin: Exceedance probability of extensive damage limit for general buildings in Taiwan, Disaster Prevention and Management, Vol. 12, No. 3 (2012), pp.451-463.

DOI: 10.1108/09653561211234543

Google Scholar

[3] FEMA: NEHRP guidelines for the seismic rehabilitation of buildings, Report No. 273, Federal Emergency Management Agency, Washington, D.C. (1997).

Google Scholar

[4] C. H. Yeh, C. H. Loh, K. C. Tsai: Overview of Taiwan earthquake loss estimation system, Nat. Haz., Vol. 37, No. 1-2 (2006), pp.23-37.

DOI: 10.1007/s11069-005-4654-z

Google Scholar

[5] M. Shinozuka, M. Q. Feng, J. Lee, T. Naganuma: Statistical analysis of fragility curves, Journal of Engineering Mechanics, ASCE, Vol. 126, No. 12 (2000), pp.1224-1231.

DOI: 10.1061/(asce)0733-9399(2000)126:12(1224)

Google Scholar

[6] W. I. Liao, C. H. Loh, K. C. Tsai: Study on the fragility of buildings structures in Taiwan, Nat. Haz., Vol. 37, No. 1-2 (2006), pp.55-69.

Google Scholar

[7] J. H. Lin: Seismic fragility analysis of frame structures, International Journal of Structural Stability and Dynamics, Vol. 8, No. 3 (2008), pp.451-463.

Google Scholar

[8] FEMA: Recommended seismic design criteria for new steel moment frame buildings, Rep. No. 350, Federal Emergency Management Agency, Washington, D.C. (2000).

Google Scholar

[9] FEMA: NEHRP recommended provisions for seismic regulations for new buildings and other structures, part 2: commentary. Report No. 303, Federal Emergency Management Agency, Washington, D.C. (1998).

Google Scholar