Experimental and numerical analysis on the limited ductility of H-shaped concrete cable-stayed bridge tower-Reference-Cited by-同舟云学术

Experimental and numerical analysis on the limited ductility of H-shaped concrete cable-stayed bridge tower

Published:2020-09-04 Issue:11 Volume:17 Page:1552-1565
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Tong Chuan¹²,Xu Yan¹

Affiliation:

1. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China

2. Architectural Design and Research Institute, Tongji University, Shanghai, China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2020.1815808

Reference42 articles.

1. Al-Ogaidi, Y. K. F. (2017). Drift investigation of limited ductile RC columns under biaxial bending [Doctoral dissertation]. Swinburne University of Technology.

2. Conceptual Seismic Design of Cable-Stayed Bridges

3. Pushover analysis for the seismic response prediction of cable-stayed bridges under multi-directional excitation

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