Effect of soil depth on inelastic seismic response of structures

Author:

Adhikary Shrabony,Singh Yogendra,Paul D.K.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference45 articles.

1. Lang DH Schwarz J. Instrumental subsoil classification of Californian strong motion sites based on single-station measurements. In: Proceedings of eighth U.S. National conference of earthquake engineering. San Francisco; 2006. Paper no. 120.

2. Lang DH. Damage potential of seismic ground motion considering local site effects. PhD thesis. Bauhaus-Universität Weimar; 2004. p. 293.

3. Should average shear-wave velocity in the top 30m of soil be used to describe seismic amplification?;Lee;Soil Dyn Earthquake Eng,2010

4. Vs30: proxy for seismic amplification?;CastellaroS;Seismol Res Lett,2008

5. Can site response be predicted?;Boore;J Earthquake Eng,2004

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