Effect of temperature loading on the performance of a prestressed concrete bridge in Oklahoma: Probabilistic modelling-Reference-Cited by-同舟云学术

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Effect of temperature loading on the performance of a prestressed concrete bridge in Oklahoma: Probabilistic modelling

Published:2021-12 Issue: Volume:34 Page:1429-1442
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

He Jun,Xin Haohui,Wang Yingjun,Correia José A.F.O.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference55 articles.

1. Thermal behavior of composite bridges -insulated and uninsulated;Zuk,1965

2. Temperature gradients in bridges - some design consideration;Priestley;N Z Eng,1972

3. The calculation of the distribution of temperature in bridges;Emerson,1973

4. Temperature distributions in composite bridges;Emanuel;J Struct Div, ASCE,1978

5. Temperature variations in concrete bridges;Elbadry;J Struct Eng,1983

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