Attenuation of peak ground accelerations from the great Wenchuan earthquake

Author:

Wang Dong,Xie Lili

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference12 articles.

1. Boore DM, Joyner WB and Thomas EF (1997), “Equations for Estimating Horizontal Response Spectra and Peak Acceleration from Western North American Earthquake: A Summary of Recent Work,” Seism. Res. Lett., 1: 128–153.

2. Campell KW (1991), “An Empirical Analysis of Peak Horizontal Acceleration for the Loma Prieta, California, Earthquake of 18 October 1989,” Bull. Seism. Soc. Am., 81(5): 1838–1858.

3. Campell KW and Bozorgnia Y (1994), “Empirical Analysis of Strong Ground Motion from the 1992 Landers, California, Earthquake,”. Bull. Seism. Soc. Am., 84: 573–588.

4. Chen Ji and Gavin Hayes (2008), “Finit Fault Model-Preliminary Result of the May 12, 2008 M w 7.9 Eastern Sichuan, China earthquake,” Report by U.S.Geological Survey, ( http://earthquake.usgs.gov/eqcenter/eqinthenews/2008/us2008ryan/finitefault.php , lasted accessed Nov 16th, 2008).

5. China Ministry of Construction (2001), Code for Seismic Design of Buildings (GB 50011-2001), Beijing: China Construction Industry Printing House. (In Chinese)

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