Temperatures in unprotected joints between steel beams and concrete-filled tubular columns in fire-Reference-Cited by-同舟云学术

Temperatures in unprotected joints between steel beams and concrete-filled tubular columns in fire

Published:2009-01 Issue:1 Volume:44 Page:16-32
ISSN:0379-7112
Container-title:Fire Safety Journal
language:en
Short-container-title:Fire Safety Journal

Author:

Ding J.,Wang Y.C.

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Safety, Risk, Reliability and Quality,General Materials Science,General Chemistry

Reference15 articles.

1. Steel and Composite Structures, Behaviour and Design for Fire Safety;Wang,2002

2. Performance of steel–concrete composite structures in fire;Wang;Prog. Struct. Eng. Mater.,2005

3. FEMA, World Trade Center building performance study, data collection, preliminary observations, and recommendations, Report 403, Federal Emergency Management Agency, Washington, DC, USA, 2002.

4. Safety in Tall Buildings and Buildings of Large Occupancy,2002

5. Experimental study of structural fire behaviour of steel beam to concrete filled tubular column assemblies with different types of joints;Ding;Eng. Struct.,2007

Cited by 26 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. Beam-to-CFST column joints in steel-concrete composite buildings: A comprehensive review;Structures;2024-10

2. A Review of the Structural Fire Performance Testing Methods for Beam-to-Column Connections;Advances in Civil Engineering;2021-11-03

3. Behaviour of seismically damaged extended stiffened end-plate joints at elevated temperature;Engineering Structures;2021-11

4. Prediction of fire resistance of concrete encased steel composite columns using artificial neural network;Engineering Structures;2021-10

5. Fire performance of composite columns made of high strength steel and concrete;Journal of Constructional Steel Research;2021-06