Design Procedures for Predicting Long-Term Responses of Continuous Steel–Concrete Composite Slabs-Reference-Cited by-同舟云学术

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Design Procedures for Predicting Long-Term Responses of Continuous Steel–Concrete Composite Slabs

Published:2023-05-17 Issue:1 Volume:34 Page:153-162
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Wang Shiqi¹,Wang Qinghe²,Wei Zijun¹,Gu Fan³

Affiliation:

1. Master’s Candidate

2. Professor

3. Associate Professor, School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, People’s Republic of China. Contact:

Funder

National Natural Science Foundation of China

Science and Technology Project of MHRUD

Liaoning Doctoral Scientific Research Foundation

Shenyang Science and Technology Project

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10168664.2023.2171938

Reference30 articles.

1. State of the art on the time-dependent behaviour of composite steel–concrete structures

2. Service design approach for composite steel–concrete floors

3. Time-Dependent Deflection of Composite Concrete Slabs with Profiled Steel Decking

4. Composite floor systems—A mature design option

5. Shrinkage Deformations of Composite Slabs with Open Trapezoidal Sheeting

Cited by 1 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. Prediction of non-uniform shrinkage of steel-concrete composite slabs based on explainable ensemble machine learning model;Journal of Building Engineering;2024-07

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