Kinematic Framework for Evaluating Seismic Earth Pressures on Retaining Walls-Reference-Cited by-同舟云学术

Kinematic Framework for Evaluating Seismic Earth Pressures on Retaining Walls

Published:2015-07 Issue:7 Volume:141 Page:04015031
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Brandenberg Scott J.¹,Mylonakis George²,Stewart Jonathan P.³

Affiliation:

1. Associate Professor and Vice Chair, Dept. of Civil and Environmental Engineering, 5731 Boelter Hall, Univ. of California, Los Angeles, CA 90095-1593 (corresponding author).

2. Professor and Chair in Geotechnics and Soil–Structure Interaction, Dept. of Civil Engineering, University Walk, Clifton BS8, Univ. of Bristol, U.K.; Professor, Univ. of Patras, Greece; Adjunct Professor, Dept. of Civil and Environmental Engineering, 5731 Boelter Hall, Univ. of California, Los Angeles, CA 90095-1593.

3. Professor and Chair, Dept. of Civil and Environmental Engineering, 5731 Boelter Hall, Univ. of California, Los Angeles, CA 90095-1593.

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.1943-5606.0001312

Reference35 articles.

1. Effect of peak ground velocity on deformation demands for SDOF systems

2. Al Atik L. and Sitar N. (2009). “Experimental and analytical study of the seismic performance of retaining structures.” Rep. No. Pacific Engineering Earthquake Engineering Research (PEER)-2008/104 PEER Center Univ. of California Berkeley CA.

3. Seismic Earth Pressures on Cantilever Retaining Structures

4. Arias A. Sanchez-Sesma F. J. and Ovando-Shelley E. (1981). “A simplified elastic model for seismic analysis of earth-retaining structures with limited displacements.” Proc. Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Dynamics S. Prakash ed. Vol. 1 Univ. of Missouri Rolla MO 235–240.

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