Three-Dimensional Response of Neighboring Buildings Sitting on Pile Foundations to Seismic Pounding-Reference-Cited by-同舟云学术

Three-Dimensional Response of Neighboring Buildings Sitting on Pile Foundations to Seismic Pounding

Published:2018-04 Issue:4 Volume:18 Page:04018007
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fatahi Behzad¹,Van Nguyen Quoc²,Xu Ruoshi²,Sun Wen-jing³

Affiliation:

1. Associate Professor of Civil and Geotechnical Engineering, School of Civil and Environmental Engineering, Univ. of Technology Sydney, City Campus P.O. Box 123 Broadway, Sydney, NSW 2007, Australia (corresponding author).

2. Ph.D. Candidate, School of Civil and Environmental Engineering, Univ. of Technology Sydney, Sydney, NSW 2007, Australia.

3. Assistant Professor, Dept. of Civil Engineering, Shanghai Univ., Shanghai 200444, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001093

Reference57 articles.

1. Abaqus [Computer software]. Dassault Systèmes Simulia Corp. Minneapolis.

2. Pounding of buildings in series during earthquakes

3. Anagnostopoulos S. A. (1996). “Building pounding re-examined: How serious a problem is it?” Proc. Eleventh World Conf. of Earthquake Engineering Elsevier Pergamon Turkey p. 2108.

4. Nonlinear Lateral, Rocking, and Torsional Vibration of Rigid Foundations

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