Effects of partial fire protection on temperature developments in steel joints protected by intumescent coating

Author:

Dai X.H.,Wang Y.C.,Bailey C.G.

Publisher

Elsevier BV

Subject

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

Reference23 articles.

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2. Safety in Tall Buildings and Buildings of Large Occupancy;Institution of Structural Engineers (ISE),2002

3. British Standards Institution (BSI, 2003), BS 5950 (2003), Structural Use of Steelwork in Buildings, Part 8: Code of Practice for Fire Resistant Design, British Standards Institution, London.

4. Spring-stiffness model for flexible end-plate bare-steel joints in fire;Al-Jabri;J. Constr. Steel Res.,2005

5. F.M. Block, I.W. Burgess, J.B. Davison, R.J. Plank, The development of a component-based connection element for endplate connections in fire, in: P. Vila Real, J.M. Franssen, N. Lopes (Eds.), SIF’06—Fourth International Workshop on Structures in Fire, Aveiro, Portugal, vol. 1, 2006, pp. 345–356.

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