Tensile behaviour of T-stub to hollow section column using elliptical-head one-side bolts-Reference-Cited by-同舟云学术

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Tensile behaviour of T-stub to hollow section column using elliptical-head one-side bolts

Published:2024-02 Issue: Volume:213 Page:108438
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Sun Lele,Liu Le,Wu Jiayu,Zhang Jin,Cai Xuesong,Wang Yuzhu,Hou Gangling

Funder

Shandong University

Key Research and Development Program of Heilongjiang

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference49 articles.

1. Seismic fragility analysis of the steel frame with new layered assembled joints;Chu;Structures,2023

2. Cold-formed steel beam-to-column bolted connections for seismic applications;Papargyriou;Thin-Walled Struct.,2022

3. Ultimate tensile properties of bolted stiffened angle connections;Zhang;Structures,2023

4. The effect of flange plate thickness on bolted connections splicing square hollow sections;Almuhanna;Mater. Today: Proc.,2023

5. Lessons learned from the Northridge earthquake;Miller;Eng. Struct.,1998

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. Slip-resistant performance and design method of novel steel one-sided bolted slip-resistant connections;Journal of Constructional Steel Research;2024-11

2. Experiments and calculation methods on the tensile capacity of a single blind bolt anchored in a circular CFST section;Engineering Structures;2024-10

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