Numerical Simulation of Building Response on Liquefiable Sand-Reference-Cited by-同舟云学术

Numerical Simulation of Building Response on Liquefiable Sand

Published:2013-08 Issue:8 Volume:139 Page:1235-1249
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Dashti Shideh¹,Bray Jonathan D.²

Affiliation:

1. Assistant Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado at Boulder, Boulder, CO 80303 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California at Berkeley, Berkeley, CA 94702.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000853

Reference35 articles.

1. Adalier K. (1992). “Post-liquefaction behavior of soil systems.” M.S. thesis Rensselaer Polytechnic Institute Troy NY.

2. Bounding surface plasticity model for the seismic liquefaction analysis of geostructures

3. Arulmoli K. Muraleetharan K. K. Hossain M. M. and Fruth L. S. (1992). “VELACS: Verification of liquefaction analyses by centrifuge studies Laboratory Testing Program.” Soil Data Rep. Project No. 90-0562 The Earth Technology Corporation Irvine CA.

4. Beaty M. H. and Byrne P. M. (2011). “UBCSAND constitutive model version 904aR.” Documentation Rep . UBCSAND Constitutive Model on Itasca UDM Website 〈http://www.itasca-udm.com/media/download/UBCSand/UBCSAND_UDM_Documentation.pdf〉 (May 1 2011).

5. Performance of buildings in Adapazari during the 1999 Kocaeli, Turkey earthquake

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