Impact of In Situ Soil Shear-Wave Velocity Profile on the Seismic Design of Tall Buildings on End-Bearing Piles-Reference-Cited by-同舟云学术

Impact of In Situ Soil Shear-Wave Velocity Profile on the Seismic Design of Tall Buildings on End-Bearing Piles

Published:2019-10 Issue:5 Volume:33 Page:04019053
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Xu Ruoshi¹^ORCID,Fatahi Behzad²

Affiliation:

1. Geotechnical Engineer, Arup Australia Pty Ltd., 151 Clarence St., Sydney, NSW 2000, Australia. ORCID: .

2. Associate Professor of Civil-Geotechnical Engineering, Centre for Built Infrastructure Research, School of Civil and Environmental Engineering, Faculty of Engineering and Information Technology, Univ. of Technology Sydney, City Campus, P.O. Box 123, Broadway, NSW 2007, Australia (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001320

Reference53 articles.

1. Structure-soil-structure interaction effects on the dynamic response of piled structures under obliquely incident seismic shear waves

2. Influence of plasticity on the seismic soil–micropiles–structure interaction

3. Linear soil–structure interaction of coupled wall–frame structures on pile foundations

4. Soil-structure interaction effects in single bridge piers founded on inclined pile groups

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