Nonlinear seismic behaviour of wall-frame dual systems accounting for soil-structure interaction-Reference-Cited by-同舟云学术

Nonlinear seismic behaviour of wall-frame dual systems accounting for soil-structure interaction

Published:2012-01-04 Issue:12 Volume:41 Page:1651-1672
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Carbonari Sandro¹,Dezi Francesca²,Leoni Graziano³

Affiliation:

1. DACS; Polytechnic University of Marche; Ancona; Italy

2. DET, Department of Economics and Technology; University of San Marino; Republic of San Marino

3. SAD; University of Camerino; Ascoli Piceno; Italy

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.1195/fullpdf

Reference33 articles.

1. Prediction of observed bridge response with soil-pile-structure interaction;Makris;Journal of Structural Engineering ASCE,1994

2. Soil-pile-bridge seismic interaction: kinematic and inertial effects. Part I: soft soil;Mylonakis;Earthquake Engineering & Structural Dynamics,1997

3. Soil-Structure Interaction: Beneficial or Detrimental?;Mylonakis;Journal of Earthquake Engineering,2000

4. Aktan AE Bertero VV States of the art and practice in the optimum seismic design and analytical response prediction of R/C frame-wall structures 1982

5. Sullivan TJ Priestley MJN Calvi GM Seismic design of frame-wall structures 2006

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