A model for the 3D kinematic interaction analysis of pile groups in layered soils-Reference-Cited by-同舟云学术

A model for the 3D kinematic interaction analysis of pile groups in layered soils

Published:2009-09 Issue:11 Volume:38 Page:1281-1305
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Dezi Francesca,Carbonari Sandro,Leoni Graziano

Publisher

Wiley

Subject

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

Reference34 articles.

1. Dezi F. Soil-structure interaction modelling. Ph.D. Thesis, Università Politecnica delle Marche, 2006.

2. Dezi F, Scarpelli G. Influence of soil-structure interaction on the seismic response of bridge piers. V Congresso Nazionale dei Ricercatori di Ingegneria Geotecnica, Bari, 2006; in Italian.

3. Dezi F, Scarpelli G. Effect of soil-pile-structure interaction on the seismic design of the fixed abutment of a railway bridge, V Congresso Nazionale dei Ricercatori di Ingegneria Geotecnica, Bari, 2006; in Italian.

4. Simple method for dynamic stiffness and damping of floating pile groups;Dobry;Geotechnique,1988

5. Kaynia AM, Kausel E. Dynamic stiffness and seismic response of sleeved piles. Report R80-12, MIT, Cambridge, MA, 1982.

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