Mechanical Performance of Welded–Bolted Hybrid Connection Joints Between Fire-Resistant Steel Columns and Beams Under Fire-Reference-Cited by-同舟云学术

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Mechanical Performance of Welded–Bolted Hybrid Connection Joints Between Fire-Resistant Steel Columns and Beams Under Fire

Published:2024-03-18 Issue:7 Volume:22 Page:1159-1177
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Wang Yuedong,Liu Jie^ORCID,Zhang Zeyu,Jiang Luzhen,Zeng Lijing,Qing Ma

Funder

Science and Technology Project Plan of Ministry of Housing and Urban-Rural Development

Jining City Global ranking project

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s40999-024-00952-7.pdf

Reference23 articles.

1. Lawson RM (2001) Fire engineering design of steel and composite buildings. J Constr Steel Res 57(12):1233–1247

2. Maślak M, Skiba R (2015) Fire resistance increase of structural steel through the modification of its chemical composition. Procedia Eng 108:277–284

3. Sakumoto Y, Yamaguchi T, Okada T et al (1994) Fire resistance of fire-resistant steel columns. J Struct Eng 120:1103–1121

4. Sakumoto Y, Yamaguchi T, Ohashi M, Saito H (1992) High-temperature properties of fire-resistant steel for buildings. J Struct Eng 118(2):392–407

5. Fushimi M, Chikaraishi H, Keira K (1995) Development of fire-resistant steel frame building structures. Nippon Steel Tech. Rep. pp 29–36

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