Performance of base-isolated reinforced concrete buildings under bidirectional seismic excitation considering pounding with retaining walls including friction effects-Reference-Cited by-同舟云学术

Performance of base-isolated reinforced concrete buildings under bidirectional seismic excitation considering pounding with retaining walls including friction effects

Published:2014-02-06 Issue:10 Volume:43 Page:1521-1541
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Pant Deepak R.¹,Wijeyewickrema Anil C.²

Affiliation:

1. Department of Civil Engineering; University of Toronto; Toronto Canada

2. Department of Civil and Environmental Engineering; Tokyo Institute of Technology; Tokyo Japan

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2409/fullpdf

Reference43 articles.

1. Near-source ground motion and its effects on flexible buildings;Hall;Earthquake Spectra,1995

2. Impact response of torsionally coupled base-isolated structures;Matsagar;Journal of Vibration and Control,2010

3. On poundings of a seismically isolated building with adjacent structures during strong earthquakes;Polycarpou;Earthquake Engineering and Structural Dynamics,2010

4. Structural performance of a base-isolated reinforced concrete building subjected to seismic pounding;Pant;Earthquake Engineering and Structural Dynamics,2012

5. A nonlinear impact model for simulating the use of rubber shock absorbers for mitigating the effects of structural pounding during earthquakes;Polycarpou;Earthquake Engineering and Structural Dynamics,2013

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