MEMBRANE ACTION OF FLOOR SLABS IN FIRE (PART 1): LOAD-BEARING FIRE TESTS OF A COMPOSITE FLOORING SYSTEM COMPOSED OF RC SLABS AND AN UNPROTECTED STEEL BEAM

Author:

HIRASHIMA Takeo1,KINOSHITA Koichi2,YOSHIDA Toru3,SUZUKI Junichi4,OZAKI Fuminobu5,KIMURA Kei6,MURAKAMI Yukio3

Affiliation:

1. Chiba Univ.

2. Daiwa House Industry

3. JFE Steel Corporation

4. National Institute for Land and Infrastructure Management

5. Nagoya Univ.

6. Nippon Steel Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference16 articles.

1. 1) British Steel plc, Swinden Technology Centre: A European Joint Research Programme, The Behaviour of Multi-Storey Steel Framed Buildings in Fire, 1999

2. 2) Huang, Z., Burgess, I. W. and Plank, R. J.: Three-dimensional modelling of two full-scale fire tests on a composite building, Proc. Instn Civ. Engrs Structs & Bldgs, 134, pp.243-255, 1999.8

3. 3) Bailey, C. G. and Moore, D. B.: The structural behaviour of steel frames with composite floorslabs subject to fire: Part 1: Theory, The Structural Engineer 78, No.11, pp.19-27, 2000.6

4. 4) Linus C. S. Lim, Membrane Action in Fire Exposed Concrete Floor Systems, Ph D thesis, University of Canterbury, 2003.4

5. 5) Zhao, B., Roosefid, M. and Vassart, O.: Full Scale Test of a Steel and Concrete Composite Floor Exposed to ISO Fire, Proceedings of the Fifth International Conference on Structures in Fire, pp.539-550, 2008.9

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