Experimental and FE analysis of the behavior of steel column base connections under tension and bending moment-Reference-Cited by-同舟云学术

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Experimental and FE analysis of the behavior of steel column base connections under tension and bending moment

Published:2024-04 Issue: Volume:62 Page:106164
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Nawar Mahmoud T.,Matar Ehab,El-Zohairy Ayman^ORCID,Alaaser Ahmed,Maaly Hassan

Funder

Prince Sultan University

Publisher

Elsevier BV

Reference25 articles.

1. Behaviour of a simple column base connection;Picard;Can J Civ Eng,1985

2. Application of the component method to column bases;Jaspart;J Constr Steel Res,1998

3. Influence of base-plate connection stiffness on the design of low-rise metal buildings;Kavoura;J Constr Steel Res,2015

4. Assessment of rotational stiffness for metallic hinged base plates under axial loads and moments;Nawar;Buildings,2021

5. Column base plates with axial loads and moments;DeWolf;ASCE J Struct Div,1980

Cited by 1 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. Finite Element Analysis and Optimization of the Rotational Stiffness of Semi-Rigid Base Connection under Simultaneous Moment and Tension;Buildings;2024-07-14

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