Seismic Response of High-Rise Frame–Shear Wall Buildings under the Influence of Dynamic Soil–Structure Interaction-Reference-Cited by-同舟云学术

Seismic Response of High-Rise Frame–Shear Wall Buildings under the Influence of Dynamic Soil–Structure Interaction

Published:2023-09 Issue:9 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Xiaofeng¹,Far Harry²^ORCID

Affiliation:

1. Ph.D. Candidate, School of Civil and Environmental Engineering, Faculty of Engineering and Information Technology, Univ. of Technology Sydney (UTS), Building 11, Level 11, Broadway, Ultimo, NSW 2007 (PO Box 123), Australia (corresponding author).

2. Senior Lecturer, School of Civil and Environmental Engineering, Faculty of Engineering and Information Technology, Univ. of Technology Sydney (UTS), Building 11, Level 11, Broadway, Ultimo, NSW 2007 (PO Box 123), Australia. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8451

Reference62 articles.

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2. Study the seismic response of reinforced concrete high-rise building with dual framed-shear wall system considering the effect of soil structure interaction;Al Agha W.;Mater. Today:. Proc.,2021

3. Seismic soil-structure interaction: A state-of-the-art review;Anand V.;Structures,2018

4. Influence of foundation flexibility on seismic fragility of reinforced concrete high-rise buildings;Ansari M.;Soil Dyn. Earthquake Eng.,2021

5. AS (Australian Standards). 2007. Structural design actions: Part 4: Earthquake actions in Australia. AS1170.4. Sydney, Australia: AS.

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