Subassemblage test and width-thickness design limit for steel built-up box columns subjected to axial load and cyclic lateral drift-Reference-Cited by-同舟云学术

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Subassemblage test and width-thickness design limit for steel built-up box columns subjected to axial load and cyclic lateral drift

Published:2024-06 Issue: Volume:308 Page:118023
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Chou Chung-Che,Shen Hou-Kuan,Chou Daniel Yen-Hsun

Funder

Ministry of Science and Technology, Taiwan

Ministry of Science and Technology

Publisher

Elsevier BV

Reference34 articles.

1. Seismic Provisions for Structural Steel Buildings. ANSI/AISC 341–16;AISC,2016

2. Elasto plastics deformation and fracture behavior of steel box columns subjected to double curvature cyclic bending under constant axial load;Kouichi;Proc AIJ,1984

3. Strength of square steel tubular beam-columns under constant vertical and horizontal loads;Tsuda;J Struct Constr Eng, AIJ,1998

4. Instability and complete failure of steel columns subjected to cyclic loading;Nakashima,2005

5. Cyclic quasi-static testing of hollow structural section beam members;Fadden,2011

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