Flexural study on U-shaped steel–concrete composite beam cross joints with L-shaped connection longitudinal transition components

Author:

Liu Chang,Sun YoukunORCID,Yu Shaobin,Li Shuo,Wang Peijun,Chen Bin,Xing Dejin

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shandong Province

Publisher

Elsevier BV

Subject

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

Reference34 articles.

1. Ma KJ, H Y, Xiao JC et al. OVERALL REVIEW ON THE STUDY AND APPLICATION OF REINFORCED CONCRETE GRID STRUCTURES AND OPEN-WEB SANDWICH PLATE SPACE STRUCTURES. Spatial Structures. 1995;03:28-36+41. [in Chinese].

2. Li L, Hu L, Zhang HG. Study on the force performance of U-shaped steel plate combination under-rib open-web sandwich plate. Architectural Design Management. 2009;26:27-9+6. [in Chinese].

3. Measurement and analysis of comfortableness of large-span U-shaped steel-concrete composite hollow sandwich floor;Sun;Building Structure,2018

4. Comparative study on overall and local static performance of steel open-web girders;Wang;Struct. Des. Tall Special Build.,2023

5. Zhang Q. Mechanical Research and Application of Assembled U- shaped Steel-Concrete Composite Hollow Waffle Floor: China University of Mining and Technology; 2020. [in Chinese].

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