Frictional Resistance Between Main Cable and Saddle for Suspension Bridges. II: Interlayer Slip of Strands-Reference-Cited by-同舟云学术

Frictional Resistance Between Main Cable and Saddle for Suspension Bridges. II: Interlayer Slip of Strands

Published:2020-08 Issue:8 Volume:25 Page:04020043
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Han Shaohui¹,Zhang Qinghua²,Bao Yi³,Cheng Zhenyu¹,Jia Donglin¹,Bu Yizhi⁴

Affiliation:

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

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

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

4. Professor, 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.1943-5592.0001547

Reference27 articles.

1. Rheological aging and rejuvenation in solid friction contacts;Bureau L.;Eur. Phys. J. E. Soft Matter.,2002

2. Analytical method for calculating anti-slip safety factor between main cable and saddle in multi-tower suspension bridge;Chai S.;China J. Highway Transp.,2016

3. The theory of Newton's method

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