Long-Term Behavior of Prestressed Concrete Bridges with Corrugated Steel Webs-Reference-Cited by-同舟云学术

Long-Term Behavior of Prestressed Concrete Bridges with Corrugated Steel Webs

Published:2017-08 Issue:8 Volume:22 Page:04017040
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Chen X. C.¹,Pandey M.²,Bai Z. Z.³,Au F. T. K.⁴

Affiliation:

1. Head, Research and Technology Center, WISE-TECH Engineering Consulting Co. Ltd., Shen Zhen 518048, China; formerly Ph.D. Student, Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong, China.

2. Ph.D. Student, Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong, China.

3. Research Associate, Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong, China; Lecturer, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001074

Reference29 articles.

1. Accurate time-dependent analysis of concrete bridges considering concrete creep, concrete shrinkage and cable relaxation

2. Prediction of concrete creep effects using age-adjusted effective modulus method;Bažant Z. P.;ACI J Proc.,1972

3. Bažant Z. P. (2000). “Criteria for rational prediction of creep and shrinkage of concrete. Adam Neville Symp.: Creep and shrinkage-structural design effects A. Al-Manaseer ed. American Concrete Institute Farmington Hills MI 237–260.

4. Equivalent orthotropic properties of corrugated sheets

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