Behaviour of beam-to-column high strength steel endplate connections under fire conditions – Part 1: Experimental study-Reference-Cited by-同舟云学术

Behaviour of beam-to-column high strength steel endplate connections under fire conditions – Part 1: Experimental study

Published:2014-04 Issue: Volume:64 Page:23-38
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Qiang Xuhong,Bijlaard Frans S.K.,Kolstein Henk,Jiang Xu

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference18 articles.

1. CEN. Eurocode3: Design of steel structures. Part 1–8: Design of joints. Brussels; 2005.

2. CEN. Eurocode 3: Design of steel structures. Part 1–12: additional rules for the extension of EN 1993 up to steel grades S700. Brussels; 2004.

3. Experimental behaviour of high strength steel end-plate connections;Coelho;J Constr Steel Res,2007

4. Qiang X, Bijlaard FSK, Kolstein MH, Jiang X. Behaviour of beam-to-column high strength steel endplate connections under fire conditions – Part 2: numerical study. Eng Struct 2014;64:39–51.

5. Qiang X. Behaviour of high strength steel endplate connections in fire and after fire. PhD thesis. Delft University of Technology, Delft, The Netherlands; 2013.

Cited by 60 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. Study of Fire Resistance and Flexural Capacity of EEBM Connections under Postearthquake Fire;Journal of Structural Engineering;2024-10

2. The response of high strength S700 MC steel after fire exposure;Journal of Constructional Steel Research;2024-08

3. Cyclic behavior of high-strength steel beam-to-column welded flange-bolted web connections;Thin-Walled Structures;2024-08

4. Effect of ductility of flush end-plate connections on the behaviour of MRFs under fire conditions: An experimental study;Engineering Structures;2024-07

5. Fire resistance of steel structures, incorporating HSS - review and recommendations;Journal of Constructional Steel Research;2024-06