Comparative investigation on beam-to-beam connection with different types of connecting plates-Reference-Cited by-同舟云学术

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Comparative investigation on beam-to-beam connection with different types of connecting plates

Published:2024-05 Issue: Volume:306 Page:117790
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Li Hongmin,Zuo Teng,Yue Kong,Qiu Hongxing,Lu Weijie,Xu Xinkai,Wang Yutong

Funder

National Natural Science Foundation of China

Ministry of Science and Technology of the People's Republic of China

Publisher

Elsevier BV

Reference42 articles.

1. Development of composite action in a new long-span timber composite floor: full-scale experiment and analytical approach;Zhang;Eng Struct,2023

2. Structural failure in large-span timber structures: a comprehensive analysis of 230 cases;Dietsch;Struct Saf,2018

3. Wang Z.X., Zong D.X. Structural Innovation and Form Expression for New-type Large-span Timber Building. The 4th International Conference on Technology of Architecture and Structure, Xian, China, 2011. (in Chinese).

4. Flexural strength characterisation of oblique radiata pine splice joints;Rodríguez–Grau;Wood Mater Sci Eng,2022

5. A study on the influence of bolt arrangement parameters on the bending behavior of timber–steel composite (TSC) beams;Liu;Buildings,2022

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. Experimental study of flexural behavior of glulam Douglas Fir beams spliced with engineered bamboo cover plates and inclined self-tapping screws;Structures;2024-07

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