Elastoplastic Analysis on Seismic Response of Long-Span Composite Beam Cable-Stayed Bridge-Reference-Cited by-同舟云学术

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Elastoplastic Analysis on Seismic Response of Long-Span Composite Beam Cable-Stayed Bridge

Published:2024-02-06 Issue: Volume: Page:272-286
ISSN:
Container-title:International Conference on Road and Airfield Pavement Technology 2023
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Author:

Mohammed Al-Jaboobi¹²³⁴,Zhen Shi-Xiong¹²³⁴,Maged Al-Sebaeai¹²³⁴,Al-Bukhaiti Khalil¹²³⁴

Affiliation:

1. School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan, China

2. Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan, China

3. School of Civil Engineering, Southwest Jiaotong Univ., Sichuan, Chengdu, China

4. School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan, China (corresponding author).

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485255.023

Reference15 articles.

1. H. Svensson Cable-stayed bridges: 40 years of experience worldwide (2012) 454.

2. M. Elassaly A. Ghali M.M. Elbadry Influence of soil conditions on the seismic behavior of two cable-stayed bridges 22 (2011) 1021–1040. https://doi.org/10.1139/L95-117.

3. Influence of Pile-Soil-Structure Interaction on the Dynamic Characteristics of Cable-Stayed Bridge

4. Soil-structure-foundation effects on stochastic response analysis of cable-stayed bridges

5. Seismic Response Analysis of Cable-Stayed Bridge Considering the Interaction of the Soil-Pile-Superstructure

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