Stability and design of stainless steel hollow section columns at elevated temperatures

Author:

Quan Chunyan,Kucukler MerihORCID

Funder

Engineering and Physical Sciences Research Council

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference78 articles.

1. EN 1993-1-2. Eurocode 3: design of steel structures-Part 1-2: general rules – structural fire design. Brussels: European Committee for Standardization; 2005.

2. Stainless steel structures in fire;Gardner;Proc Inst Civ Eng: Struct Build,2007

3. N. Lopes, P. Vila Real, Fire resistance of stainless steel structural elements with class 4 square hollow sections subject to combined bending and axial compression. In: Proceedings of 8th international conference on structures in fire (SiF14 – Shanghai, 11-13/6, 2014). p. 729–36.

4. Buckling of stainless steel columns and beams in fire;Ng;Eng Struct,2007

5. Numerical study of fire resistance of stainless steel circular hollow section columns;Arrais;J Fire Sci,2020

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