Alternative approach to buckling of square hollow section steel columns in fire-Reference-Cited by-同舟云学术

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Alternative approach to buckling of square hollow section steel columns in fire

Published:2014-05 Issue: Volume:96 Page:140-150
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Kervalishvili Andrei^ORCID,Talvik Ivar

Publisher

Elsevier BV

Subject

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

Reference14 articles.

1. Stability of steel columns in case of fire: Numerical modeling;Talamona;J Struct Eng,1997

2. Stability of steel columns in fire: experimental evaluation;Franssen;J Struct Eng,1998

3. European committee for standardization, EN1993-1-2;CEN,2005

4. Stability of steel columns in fire;Knobloch,2010

5. Num—comparison with Eurocode 3;Vila Real;Fire Saf J,2004

Cited by 6 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. Influence of Internal Pressure on Hollow Section Steel Members in Fire;Applied Sciences;2023-12-23

2. Computationally Efficient Method for Steel Column Buckling in Fire;Buildings;2023-02-02

3. Numerical Investigation on Flexural Buckling Behavior of Hot-rolled Steel Columns at Elevated Temperatures;Periodica Polytechnica Civil Engineering;2021-04-20

4. Investigation on Mechanical Behavior of I-Section Steel Columns After Elevated Temperature;Fire Technology;2018-01-03

5. Modified procedure for buckling of steel columns at elevated temperatures;Journal of Constructional Steel Research;2016-12

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