Research on Performance-Based Design Theory

Article Preview

Abstract:

Three level seismic fortification theory is seismic design theory of the bearing capacity,which can not really realize that no damage under minor earthquake, repairable under moderate earthquake and no collapsing under strong earthquake. In order to overcome this deficiency, American earthquake engineering and structural engineering experts have profound conclusion after the previous earthquakes, improved bearing capacity design method, put forward the theory of performance-based design.Firstly,the origin of performance-based design theory is introduced in the paper.Secondly,the main content of performance-based design theory is illustrated,which include Earthquake Hazard Levels,performance levels of building structure,target building performance levels and performance- based design methods.Finally,the paper pointes out that performance-based design theory has attracted extensive attention of Chinese researchers and engineering designer,a series of research work has been carried on,and some achievement has been made.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

1684-1687

Citation:

Online since:

November 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] T. Paulay, and R.G. Taylor: ACI Structural Journal, vol.78(2) (1981), p.130–140.

Google Scholar

[2] W.J. Wallace and J.P. Moehle: Journal of Structural Engineering, vol.118(6)(1992), : 1625–1644.

Google Scholar

[3] T.B. Panagiotakos, and M.N. Fardis: Journal of Earthquake Engineering, vol. 3(4) (1999), p.498–518.

Google Scholar

[4] Y. Bozorgnia, and V.V. Bertero: Journal of Structural Engineering, vol. 129(10)(2003), p.1330–1340.

Google Scholar

[5] J.P. Browning:Journal of Structure Division, vol.127(2) (2001), p.145–151.

Google Scholar

[6] P. Fajfar: Journal of Earthquake Engineering and Structural Dynamics, vol.28(1) (1999), p.979–993.

Google Scholar

[7] J. Cai, J. Zhou, and X. D. Fang: Earthquake engineering and engineering vibration Journal, vol.26(2)(2006), pp.13-19, In Chinese.

Google Scholar

[8] X.L. Lv, D.S. Zhou, and H. J. Jiang: Earthquake engineering and engineering vibration Journal, vol.25(6)(2005), pp.53-61, In Chinese.

Google Scholar

[9] X.L. Han, J.H. Dai, and W. Q.He: Earthquake engineering and engineering vibration Journal, vol.27(5)(2007), pp.88-93, In Chinese.

Google Scholar

[10] H.T. Wan: Seismic Performance Test of RC Columns and Columns and Research on Parameter of Deformation Performance, (South China University of Technology, 2010),pp.26-47, In Chinese.

Google Scholar