The Reduced Cross-Section Method for the Design of Timber Structures Exposed to Fire—Background, Limitations and New Developments-Reference-Cited by-同舟云学术

The Reduced Cross-Section Method for the Design of Timber Structures Exposed to Fire—Background, Limitations and New Developments

Published:2012-11 Issue:4 Volume:22 Page:514-522
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Schmid Joachim¹,König Jürgen¹,Just Alar¹

Affiliation:

1. SP-Trätek, Stockholm 11428, Sweden Contact:

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686612X13363929517578

Reference16 articles.

1. Schaffer EL. Structural Fire Design: Wood. Research Paper FPL 450. Forest Products Laboratory: Madison, 1984.

2. EN 1995-1-2:2004, Eurocode 5. Design of Timber Structures – Part 1-2: General – Structural Fire Design. European Standard. European Committee for Standardization: Brussels, 2004.

3. König J, Källsner B. Cross-Section Properties of Fire Exposed Rectangular Timber Members, CIB-W 18. Meeting 34, Venice. Lehrstuhl für Ingenieurholzbau, University of Karlsruhe, Karlsruhe : Germany, 2001.

4. König J, Schmid J. Light Timber Frame Constructions with Solid Timber Members— Application of the Reduced Cross-section Method. CIB W18. Meeting 43, Nelson. Lehrstuhl für Ingenieurholzbau, University of Karlsruhe, Karlsruhe: Germany, 2010.

5. Östman B, editor. Fire Safety in Timber Buildings—Technical Guideline for Europe. SP Report 2010:19. SP Technical Research Institute of Sweden, Wood Technology: Stockholm, 2010.

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