An experimental study of relative structural fire behaviour and robustness of different types of steel joint in restrained steel frames

Author:

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

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. Federal Emergency Management Authority. FEMA. FEMA (USA): World Trade Center Building Performance Study; 2002.

2. Institution of Structural Engineers. ISE. Safety in tall buildings and buildings of large occupancy. London: Institution of Structural Engineers; 2002.

3. CEN. ENV 1993-1-2. Eurocode 3: design of steel structures, part 1.2: general rules—structural fire design. London: British Standards Institution; 2005.

4. CEN. ENV 1993-1-8. Eurocode 3: design of steel structures, part 1.8: design of joints. London: British Standards Institution; 2005.

5. CEN. ENV 1994-1-4. Eurocode 4: design of composite steel and concrete structures, part 1.2: general rules—structural fire design. London: British Standards Institution; 2005.

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