Tensile behavior of cruciform stubs with four bolts per row-Reference-Cited by-同舟云学术

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Tensile behavior of cruciform stubs with four bolts per row

Published:2022-09-27 Issue:1 Volume:32 Page:
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Structural Design Tall Build

Author:

Wang Peng¹²,Xu Jing²³,Li Jianxin⁴,Yu Lie¹

Affiliation:

1. Department of Civil Engineering Dongguan University of Technology Dongguan China

2. State Key Laboratory of Subtropical Building Science South China University of Technology Guangzhou China

3. Department of Civil and Environmental Engineering The Hong Kong Polytechnic University Hong Kong China

4. School of Civil Engineering and Management Guangzhou Maritime University Guangzhou China

Funder

Basic and Applied Basic Research Foundation of Guangdong Province

National Natural Science Foundation of China

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1988

Reference47 articles.

1. Seismic performance of a self-centering steel moment frame building: From component-level modeling to economic loss assessment

2. Calculation of the resistance of an unequal span steel substructure against progressive collapse based on the component method

3. The behavior of top and seat bolted angle connections under blast loading

4. Finite-Element Simulation of Posttensioned Steel Connections with Bolted Angles under Cyclic Loading

5. Experimental Studies of Full-Scale Posttensioned Steel Connections

Cited by 2 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. Improving the T-stub component behavior tied to a rigid base;Journal of Constructional Steel Research;2023-12

2. Optimization of Bolted Joints: A Literature Review;Metals;2023-10-07

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