Effect of staggered bolted connections on CFS channel sections-Reference-Cited by-同舟云学术

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Effect of staggered bolted connections on CFS channel sections

Published:2020-10 Issue: Volume:173 Page:106215
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Shanmugasundaram Bharath,Natesan Vijayakumar,Madhavan Mahendrakumar

Funder

Ministry of Human Resources Development (MHRD) Fellowship

Government of India

Publisher

Elsevier BV

Subject

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

Reference35 articles.

1. Net Section Tension Capacity of Cold-Reduced Sheet Steel Channel Braces Bolted at the Web;Teh,2013

2. J. Turner;Sputo,2005

3. Guide to Design Criteria for Bolted and Riveted Joints Second Edition;Kulak,2001

4. Bolted Connections in Cold Formed Steel Structures;Yu,1981

5. Cold-Formed Steel Design;Yu,2019

Cited by 3 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. New design shear method for the bolted CFS connector in a CFS beam-to-column connection;Journal of Constructional Steel Research;2024-11

2. Experimental investigation and design recommendations for bearing performance of low yield point steel bolted connection;Thin-Walled Structures;2022-11

3. Block shear performance of double-line bolted S690 steel angles under uniaxial tension;Thin-Walled Structures;2022-02

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