Capacity, Settlement, and Energy Dissipation of Shallow Footings Subjected to Rocking-Reference-Cited by-同舟云学术

Capacity, Settlement, and Energy Dissipation of Shallow Footings Subjected to Rocking

Published:2008-08 Issue:8 Volume:134 Page:1129-1141
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Gajan Sivapalan¹²,Kutter Bruce L.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, North Dakota State Univ., 1410, 14th Ave. N., Fargo, ND 58105. E-mail: s.gajan@ndsu.edu

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, One Shields Ave., Davis, CA 95616.

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%291090-0241%282008%29134%3A8%281129%29

Reference31 articles.

1. Bartlett P. E. (1976). “Foundation rocking on a clay soil.” ME thesis Univ. of Auckland School of Engineering Rep. No. 154 Auckland Australia.

2. Cyclic macro-element for soil-structure interaction: material and geometrical non-linearities

3. Experimental Determination of the Shape Factors and the Bearing Capacity Factors of Sand

4. Faccioli E. Paolucci R. and Vivero G. (2001). “Investigation of seismic soil-footing interaction by large scale cyclic tests and analytical models.” Special presentation lecture Paper No. SPL-05 Proc. 4th Int. Conf. Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics (CD-ROM) March 26–31 20001 San Diego.

5. Federal Emergency Management Agency (FEMA). (1997). “NEHRP guidelines for the seismic rehabilitation of buildings.” FEMA Publication No. 273 Washington D.C.

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