Coupled Horizontal and Vertical Component Analysis of Strong Ground Motions for Soil–Pile–Superstructure Systems: Application to a Bridge Pier with Soil–Structure Interaction-Reference-Cited by-同舟云学术

Coupled Horizontal and Vertical Component Analysis of Strong Ground Motions for Soil–Pile–Superstructure Systems: Application to a Bridge Pier with Soil–Structure Interaction

Published:2019-06-17 Issue:11 Volume:25 Page:2202-2230
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Dehghanpoor Ahmad¹^ORCID,Thambiratnam David¹,Chan Tommy¹^ORCID,Taciroglu Ertugrul²^ORCID,Kouretzis George³^ORCID,Li Zheng⁴

Affiliation:

1. School of Civil Engineering and Built Environment, Queensland University of Technology, Brisbane, Australia

2. Department of Civil and Environmental Engineering, University of California, Los Angeles, CA, United States

3. School of Civil Engineering, University of Newcastle, Callaghan, New South Wales, Australia

4. French Institute of Science and Technology for Transport (IFSTTAR), Laboratorie Seismes et Vibrations, Champs-sur-Marne, France

Funder

Australian Government Research Training Program (RTP) Stipend

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2019.1625829

Reference71 articles.

1. Generalized dynamic Winkler model for nonlinear soil–structure interaction analysis

2. PREDICTION OF VERTICAL RESPONSE SPECTRA IN EUROPE

3. Ang H-S, A. and Tang, H. W. [1975] Probability Concepts in Engineering Planning and Design Vol. 1-Basic Principles (Vol. 79), Wiley, New York, p. 409.

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