Effect of earthquake-induced axial load fluctuations on asymmetric frame-wall-rocking foundation systems
Author:
Affiliation:
1. Department of Structural Engineering; University of California, San Diego; La Jolla CA U.S.A.
2. Department of Civil and Environmental Engineering; University of California, Davis; Davis CA U.S.A.
Funder
National Science Foundation
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2569/fullpdf
Reference36 articles.
1. Dynamic properties of asymmetric wall-frame structures;Rutenberg;Earthquake Engineering and Structural Dynamics,1977
2. Free vibration of asymmetric shear wall-frame buildings;Balendra;Earthquake Engineering and Structural Dynamics,1984
3. Simple push-over analysis of asymmetric buildings;Kilar;Earthquake Engineering and Structural Dynamics,1997
4. A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings;Chopra;Earthquake Engineering and Structural Dynamics,2004
5. Evaluation of three-dimensional modal pushover analysis for unsymmetric-plan buildings subjected to two components of ground motion;Reyes;Earthquake Engineering and Structural Dynamics,2011
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1. Centrifuge Modeling of Improved Design for Rocking Foundation Using Short Piles;Journal of Geotechnical and Geoenvironmental Engineering;2019-08
2. Comparison between cyclic and dynamic rocking behavior for embedded shallow foundation using centrifuge tests;Bulletin of Earthquake Engineering;2018-06-21
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