Modeling Membrane Action of Concrete Slabs in Composite Buildings in Fire. II: Validations

Author:

Huang Zhaohui1,Burgess Ian W.2,Plank Roger J.3

Affiliation:

1. Research Associate, Dept. of Civil & Structural Engineering, Univ. of Sheffield, Sheffield S1 3JD, U.K.

2. Professor, Dept. of Civil & Structural Engineering, Univ. of Sheffield, Sheffield S1 3JD, U.K.

3. Professor, School of Architectural Studies, Univ. of Sheffield, Sheffield S1 3JD, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. Bailey C. G. (1995). “Simulation of the structural behavior of steel-framed buildings in fire.” PhD thesis The Univ. of Sheffield Sheffield U.K.

2. Computer simulation of a full-scale structural fire test.;Bailey C. G.;Struct. Eng.,1996

3. Bann M. S. Bentley P. K. Shaw D. and Tomlinson L. (1996). “ECSC project: behavior of a multistory steel framed building subjected to natural fires. Test 3: corner compartment data files: temperature measurements.” Rep. No. S423/1/Part T1 Swinden Technology Centre British Steel plc South Yorkshire U.K.

4. Bentley P. K. Shaw D. and Tomlinson L. (1996). “ECSC project: behavior of a multistory steel framed building subjected to natural fires. Test 3: corner compartment. data files: deflection/displacement measurements.” Rep. No. S423/3/Part D1 Swinden Technology Centre British Steel plc Rotherham U.K.

5. European Committee for Standardization. (1992). “Design of composite steel and concrete structures. Part 1.2: Structural fire design (Draft).” Eurocode 4 Commission of the European Communities Brussels Belgium.

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