Fire Resistance of Walls and Floors Using Light-Gauge Steel Shapes

Author:

Sakumoto Y.1,Hirakawa T.2,Masuda H.3,Nakamura K.4

Affiliation:

1. Doctor of Engineering, Sr. Manager, Nippon Steel Corp., 6-3 Otemachi 2-chome, Chiyoda-ku, Tokyo 100-8071, Japan.

2. Manager, Nippon Steel Corp., 6-3 Otemachi 2-chome, Chiyoda-ku, Tokyo 100-8071, Japan.

3. Director of Engineering, Sr. Researcher, Building Research Institute, Ministry of Construction, 1, Tachihara, Tsukuba, Ibaraki 305, Japan.

4. Director of Engineering, Center for Better Living, 2, Tachihara, Tsukuba, Ibaraki 305, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference9 articles.

1. Burstrand H. (1998). Light gauge steel framing for housing Swedish Institute of Steel Construction Stockholm Sweden 1–100.

2. Elhajj N. (1998). “Fire rated assemblies of cold-formed steel construction.” Tech. Note Vol. 420 Light Gauge Steel Engineers Association Nashville Tenn. 1–8.

3. Fukushima T. Ohta K. Karatsu T. and Nakamura K. (1999). “Fire resistance of steel-framed houses No. 1 Study on the properties of steel-framed houses No. 22.” Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan Tokyo 11–12.

4. Hirakawa T. Sakumoto Y. Kubota S. Shimizu K. and Masuda H. (1999). “Fire resistance of steel-framed houses No. 2 Test results and consideration Study on the properties of steel-framed houses No. 22.” Summaries of Technical Papers of Annual Meeting Architectural In-stitute of Japan Tokyo 13–14.

5. International Standard Organization. (1975). “Fire-resistance tests—elements of building construction.” ISO 834 1–16.

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