Correction factors for SSI effects predicted by simplified models: 2D versus 3D rectangular embedded foundations
Author:
Affiliation:
1. Department of Civil Engineering; Northwestern Polytechnical University; Xi'an China
2. Department of Civil Engineering; Tianjin University; Tianjin China
3. Department of Civil Engineering; University of Southern California; Los Angeles CA USA
Funder
National Natural Science Foundation of China
Fundamental Research Funds for the Central Universities
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference34 articles.
1. Dynamic impedance functions for arbitrary-shaped rigid foundation embedded in anisotropic multilayered soil;Han;J Eng Mech, ASCE,2015
2. On numerical computation of impedance funcitons for rigid soil-structure interafaces embedded in heterogeneous half-spaces;Seylabi;Comput Geotechnics,2016
3. The system damping, the system frequency and the system response peak amplitudes during in-plane building-soil interaction;Todorovska;Earthq Eng Struct Dyn,1992
4. Effects of the site dynamic characteristics on soil-structure interaction (I): incident SH waves;Liang;Soil Dyn Earthq Eng,2013
5. Effects of site dynamic characteristics on soil-structure interaction (II): incident P and SV waves;Liang;Soil Dyn Earthq Eng,2013
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