Kinematic Soil-Structure Interaction from Strong Motion Recordings
Author:
Affiliation:
1. Staff Engineer, URS Corporation, 911 Wilshire Blvd., Los Angeles, CA 90017.
2. Assistant Professor, Civil and Environmental Engineering Dept., 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%291090-0241%282003%29129%3A4%28323%29
Reference28 articles.
1. Chang C. Y. Mok C. M. Power M. S. Tang Y. K. Tang A. T. and Stepp J. C. (1990). “Equivalent linear and nonlinear ground response analyses at Lotung seismic experiment site.” Proc. 4th U.S. National Conf. on Earthquake Engineering 1 Earthquake Engineering Research Institute Oakland Calif. 327–336.
2. Chopra A. K. (2000). Dynamics of structures 2nd Ed. Prentice-Hall Englewood Cliffs NJ.
3. Earthquake response analysis of multistorey buildings including foundation interaction
4. Lotung Downhole Array. I: Evaluation of Site Dynamic Properties
5. Elsabee F. and Morray J. P. (1977). “Dynamic behavior of embedded foundations.” Rep. No. R77-33 Dept. of Civil Engineering MIT Cambridge Mass.
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