Antislip Safety of Double-Cable Multispan Suspension Bridges with Innovative Saddles-Reference-Cited by-同舟云学术

Antislip Safety of Double-Cable Multispan Suspension Bridges with Innovative Saddles

Published:2020-05 Issue:5 Volume:25 Page:04020021
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhang Qinghua¹,Guo Haolin²,Bao Yi³,Cheng Zhenyu⁴,Jia Donglin⁴

Affiliation:

1. Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, China (corresponding author).

2. Consulting Engineer, Dept. of Engineering Consulting, China Communications Construction Company Highway Bridges National Engineering Research Centre Co., Ltd., No. 23 Huangsi St., Xicheng District, Beijing 100011, China.

3. Assistant Professor, Dept. of Civil, Environmental and Ocean Engineering, Stevens Institute of Technology, 1 Castle Point Terrace, Hoboken, NJ 07030.

4. Ph.D. Candidate, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of Northbound 1, Second Ring Rd., Chengdu 610031, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001544

Reference23 articles.

1. Longitudinal Restraint of a Double-Cable Suspension Bridge

2. Mechanical properties of double-cable suspension bridge system (I);Chai S.;J. South China Univ. Technol.,2011

3. Deformation characteristics of main cable in suspension bridge caused by live load;Chai S.;J. Tongji Univ.,2012

4. Key techniques of design of main bridge of Oujiang River North Estuary Bridge in Wenzhou;Gao Z..Y.;Bridge Const.,2017

Cited by 8 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. Deformation and force characteristics of double-cable suspension bridges;Structures;2023-08

2. Caisson-Bored Pile Composite Anchorage Foundation for Long-Span Suspension Bridge: Feasibility Study and Parametric Analysis;Journal of Bridge Engineering;2022-12

3. Competing mechanism between vertical stiffness and anti-slip safety in double-cable multi-span suspension bridges;Structure and Infrastructure Engineering;2022-08-03

4. Algorithm for Locating the Datum Strand of a Suspension Bridge Considering the Influence of Friction and the Change in Tangent Point of the Cable Saddle;Applied Sciences;2022-07-27

5. Improved Algorithm to Determine the Composite Circular Curve Splay Saddle Position;Structural Engineering International;2022-02-09