Fire-Resistance Design Method for Stainless Steel Tubular X-Joints-Reference-Cited by-同舟云学术

Fire-Resistance Design Method for Stainless Steel Tubular X-Joints

Published:2022-01 Issue:1 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ding Runmin¹,Fan Shenggang²,Jia Lianlian³,Zhou Hang⁴

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Jiulonghu Campus, Nanjing 211189, China.

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast Univ., Jiulonghu Campus, Nanjing 211189, China (corresponding author).

3. Master’s Student, Yango Group Co. Ltd, Caojin Rd. 99, Chengdu 610095, China.

4. Master’s Candidate, School of Civil Engineering, Southeast Univ., Jiulonghu Campus, Nanjing 211189, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003213

Reference27 articles.

1. Experimental and numerical study on fire resistance of circular tubular T-joints

2. Stress–strain curves for stainless steel at elevated temperatures

3. Parametric analysis and design equation of ultimate capacity for unstiffened overlapped CHS K-joints;Chen Y.;J. Build. Struct.,2006

4. Fire resistance design method for restrained stainless steel H-section columns under axial compression

5. Fire-resistance of RHS stainless steel beams with three faces exposed to fire

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3. Fire resistance and design assessment of Q355 circular hollow section joints;Journal of Constructional Steel Research;2023-02

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