Response of an Earth Dam to Spatially Varying Earthquake Ground Motion
Author:
Affiliation:
1. Member, ASCE
2. Former Grad. Student, Dept. of Civ. and Envir. Engrg., Michigan State Univ., East Lansing, MI 48824.
3. Prof. and Chair., Dept. of Civ. and Envir. Engrg., Michigan State Univ., East Lansing, MI 48824.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A9%28932%29
Reference21 articles.
1. Elasto‐Plastic Seismic Response of 3‐D Earth Dams: Theory
2. . “Analysis of earth dam response to earthquakes.”;Abdel-Ghaffar A. M.;J. Geotech. Engrg. Div.,1979
3. . “Shear moduli and damping factors of earth dams.”;Abdel-Ghaffar A. M.;J. Geotech. Engrg. Div.,1979
4. “Vibration test of full-scale earth dam.”;Abdel-Ghaffar A. M.;J. Geotech. Engrg. Div.,1981
5. Abrahamson N. A. ( 1993). “Spatial variation of multiple support inputs.” Proc. 1st U.S. Seminar on Seismic Evaluation and Retrofit of Steel Bridges Dept. of Civ. Engrg. University of California at Berkeley Berkeley Calif. and California Department of Transportation San Francisco.
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