The behaviour of multi – storey steel framed buildings in fire
Contents
- INTRODUCTION
1.1 British Steel plc ECSC Programme
1.2 BRE Programme
- OBSERVED BEHAVIOUR IN REAL BUILDING FIRES
2.1 Broadgate Phase 8 Fire, London
2.2 Churchill Plaza Building, Basingstoke
- SUMMARY OF SIMILAR RESEARCH
3.1 BHP William Street Fire Tests
3.2 BHP Collins Street Fire Tests
3.3 Fire Test at the Stuttgart-Vaihingen University Germany
- CONCLUSIONS AND COMMENTS FROM PREVIOUS WORK
- THE MULTI STOREY TEST BUILDING AT CARDINGTON
- DETAILS OF THE TESTS
6.1 Test 1, Restrained Beam
6.2 Test 2, Plane Frame
6.3 Test 3, 1st Corner
6.4 Test 4, 2nd Comer
6.5 Test 5, Large Compartment
6.6 Test 6, Simulated Office
- COMPARISON WITH EXISTING STRUCTURAL DESIGN
- INTRODUCTION TO NUMERICAL ANALYSIS
8.1 Composite Steel Framed Building Behaviour Subject to Thermal Loading
8.2 Numerical Modelling Requirements
8.3 Numerical Modelling Study
8.4 Tensile Membrane Action
- DISCUSSION
9.1 Observed Behaviour
9.2 Analytical and Numerical Modelling
- THE FUTURE
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