Experimental study on influence of post-pouring joint on long-term performance of steel-concrete composite beam-Reference-Cited by-同舟云学术

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Experimental study on influence of post-pouring joint on long-term performance of steel-concrete composite beam

Published:2019-05 Issue: Volume:186 Page:121-130
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Huang Dunwen,Wei Jun,Liu Xiaochun,Du Yongxiao,Zhang Shizhuo

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities of Central South University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference34 articles.

1. Effects of the slab casting sequences and the drying shrinkage of concrete slabs on the short-term and long-term behavior of composite steel box girder bridges. Part 1;Kwak;Eng Struct,2000

2. Effects of the slab casting sequences and the drying shrinkage of concrete slabs on the short-term and long-term behavior of composite steel box girder bridges. Part 1;Kwak;Eng Struct,2000

3. Effects of construction process and slab prestressing on the serviceability behaviour of composite bridges;Marí;J Constr Steel Res,2003

4. Construction sequence modelling of continuous steel-concrete composite bridge decks;Dezi;Steel Compos Struct,2006

5. Slab cracking control in continuous steel-concrete bridge decks;Gara;J Bridge Eng,2013

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