Seismic Performance of Pile-Supported Wharf Structures considering Soil-Structure Interaction in Liquefied Soil
Author:
Affiliation:
1. School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Drive, Atlanta, GA 30332
2. Seismic Systems & Engineering Consultants, 8601 Skyline Boulevard, Oakland, CA 94611
Abstract
Publisher
SAGE Publications
Subject
Geophysics,Geotechnical Engineering and Engineering Geology
Link
http://journals.sagepub.com/doi/pdf/10.1193/1.4000008
Reference38 articles.
1. AkiK., and RichardsP. G., 1980. Quantitative Seismology: Theory and methods, 2nd edition, University Science Books, Sausalito, CA, 482 pp.
2. Nonlinear response of single piles under lateral inertial and seismic loads
3. SEISMIC RESPONSE OF LINKED MARGINAL WHARF SEGMENTS
4. Seismic Soil-Pile-Structure Interaction Experiments and Analyses
5. NGA Project Strong-Motion Database
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