INFLUENCE OF LAPS OF WELDED WIRE MESHES ON BENDING RESISTANCE AND FAILURES OF RC SLABS AT HIGH TEMPERATURE

Author:

HORIE Moe1,SEINO Akira2,KANADA Haruka1,KIKUCHI Takayuki3,TOTSUKA Marina4,HIRASHIMA Takeo4

Affiliation:

1. Graduate School of Science and Engineering, Chiba Univ.

2. Technology Center, Taisei Corporation

3. Faculty of Engineering, Chiba Univ.

4. Graduate School of Engineering, Chiba Univ.

Publisher

Architectural Institute of Japan

Reference13 articles.

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

2. 2) B. Zhao, M. Roosefid and O. Vassart: Full Scale Test of a Steel and Concrete Composite Floor Exposed to ISO Fire and corresponding numerical investigation, Eurosteel 2008, Graz, Austria, 2008.9

3. 3) B. Zhao, M. Roosefid, A. Breunese, G. Koutlas, G. Zilli, J.M. Frannssen and F. Hanus: Connections of Steel and Composite Structures under Natural Fire Conditions (COSSFIRE), Publications Office of the European Union, 2011 (DOI: https://doi.org/10.2777/16400 )

4. 4) O. Vassart and B. Zhao: Membrane Action of Composite Structures in Case of Fire, ECCS TC3, 2013

5. 5) T. Yoshida, T. Hirashima, J. Suzuki, F. Ozaki, K. Kimura and Y. Murakami: Membrane action of floor slabs in fire (Part 2): Load-bearing fire tests of a flooring system composed of composed slabs and an unprotected steel beam, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 87, No. 797, pp. 646-656, 2022.7 (in Japanese) 吉田徹, 平島岳夫, 鈴木淳一, 尾崎文宣, 木村慧, 村上行夫: 床スラブの火災時メンブレン作用(その 2), デッキ合成スラブと無耐火被覆鋼梁による床システムの載荷加熱実験, 日本建築学会構造系論文集 第87 巻, 第797 号, pp.646-656, 2022.7 (DOI: https://doi.org/10.3130/aijs.87.646 )

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