A macro-element model for non-linear soil-shallow foundation-structure interaction under seismic loads: theoretical development and experimental validation on large scale tests-Reference-Cited by-同舟云学术

A macro-element model for non-linear soil-shallow foundation-structure interaction under seismic loads: theoretical development and experimental validation on large scale tests

Published:2012-02-23 Issue:3 Volume:41 Page:475-493
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Figini R.¹,Paolucci R.²,Chatzigogos C.T.³

Affiliation:

1. ENEL; Viale di Tor di Quinto 47; 00191; Rome; Italy

2. Politecnico di Milano; Piazza Leonardo da Vinci 32; 20133; Milan; Italy

3. Géodynamique et Structure; 157 Rue des Blains; 92220; Bagneux; France

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.1140/fullpdf

Reference32 articles.

1. Simplified evaluation of earthquake induced permanent displacements of shallow foundations;Paolucci;Journal of Earthquake Engineering,1997

2. Pecker A Enhanced seismic design of shallow foundations: example of the Rion Antirion bridge Fourth Athenian Lecture on Geotechnical Engineering 2006

3. Martin GR Lam IP Earthquake resistant design of foundations-Retrofit of existing foundations Proceedings of International Conference on Geotechnical and Geological Engineering 2000

4. Gazetas G Anastasopoulos I Apostolou M Shallow and deep foundations under fault rupture or strong seismic shaking Fourth International Conference on Earthquake Geotechnical Engineering 2007

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