Full-Range Modeling of Underdeck Cable-Stayed Bridges-Reference-Cited by-同舟云学术

Full-Range Modeling of Underdeck Cable-Stayed Bridges

Published:2022-06 Issue:6 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Bai Zhizhou¹,Chen Xiachun²,Jiang Ruijuan³,Au Francis Tat Kwong⁴

Affiliation:

1. Lecturer, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China.

2. Head, Research and Technology Center, WISE-TECH Engineering Consulting, Shenzhen 518048, China; Honorary Research Associate, Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong, China (corresponding author).

3. Head, Research Center, Shenzhen Municipal Engineering Design and Research Institute, Shenzhen 518029, China.

4. Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001874

Reference26 articles.

1. The stress–strain relationship of confined and unconfined concrete;Attard M. M.;ACI Mater. J.,1996

2. Serviceability limit state of vibrations in under-deck cable-stayed bridges accounting for vehicle-structure interaction

3. The moment-curvature relationship of reinforced concrete members;Carreira D. J.;ACI Struct. J.,1986

4. Analytical Model for Geometric and Material Nonlinear Analysis of Externally Prestressed Beams

5. Forno J. Y. and J. M. Cremer. 2001. “Steel bridges and composite bridges designed in the Greisch office.” In Proc . 3rd Int. on Composite Bridges State-of-the-Art of their Technology and Analysis Methods 721–742. Madrid Spain: Colegio de Ingenieros de Caminos Canales y Puertos.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Through-deck suspension footbridge: A comparison study with above-deck suspension footbridge;Structures;2024-02