A theoretical model for the rotational stiffness of storage rack beam-to-upright connections-Reference-Cited by-同舟云学术

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A theoretical model for the rotational stiffness of storage rack beam-to-upright connections

Published:2017-06 Issue: Volume:133 Page:269-281
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Zhao Xianzhong,Dai Liusi,Wang Tuo,Sivakumaran Ken Siva,Chen Yiyi

Publisher

Elsevier BV

Subject

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

Reference29 articles.

1. Assessment of the seismic behaviour of braced steel storage racking systems by means of full scale push over tests;Kanyilmaz;Thin-Walled Struct.,2016

2. Analysis and design of double-sided high-rise steel pallet rack frames;Teh;J. Struct. Eng.,2004

3. Analysis and design of down-aisle pallet rack structures;Godley;Comput. Struct.,2000

4. Sway analysis of spliced pallet rack structures;Beale;Comput. Struct.,2004

5. Numerical study on semi-rigid racking frames under sway;Abdel-Jaber;Comput. Struct.,2005

Cited by 28 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. Numerical characterisation of reaction forces’ contribution to initial stiffness in speed-lock beam-to-upright connections;Journal of Constructional Steel Research;2024-12

2. Moment-rotation model for a range of beam-to-upright connections in cold-formed steel storage racks;Structures;2024-08

3. Lateral load behavior of shear connections between steel storage racks and the spine bracing with posts;Thin-Walled Structures;2024-07

4. Structural performance of speed-lock joints with split bolts in steel storage racks;Journal of Constructional Steel Research;2023-09

5. Seismic behaviour of I-beams bolted CFST column connection using extended TSOBs;Structures;2023-02

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