Fire Design of Timber-Concrete Composite Slabs with Screwed Connections-Reference-Cited by-同舟云学术

Fire Design of Timber-Concrete Composite Slabs with Screwed Connections

Published:2010-02 Issue:2 Volume:136 Page:219-228
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Frangi Andrea¹²³,Knobloch Markus¹²³,Fontana Mario¹²³

Affiliation:

1. Senior Scientist, ETH Zurich, Institute of Structural Engineering, Wolfang-Pauli Strasse 15, 8093 Zurich, Switzerland (corresponding author).

2. Senior Scientist, ETH Zurich, Institute of Structural Engineering, Wolfang-Pauli Strasse 15, 8093 Zurich, Switzerland.

3. Professor, ETH Zurich, Institute of Structural Engineering, Wolfang-Pauli Strasse 15, 8093 Zurich, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000101

Reference34 articles.

1. Behavior of Composite Timber‐Concrete Floors

2. Blass H. J. and Schlager M. (1997). “Connections for timber-concrete-composite structures.” Proc. Int. Conf. on Composite Construction—Convectional and Innovative IABSE Zurich Switzerland Innsbruck Austria 169–174.

3. Fire performance of timber construction

4. Load-Carrying Capacity of Timber–Concrete Joints with Dowel-Type Fasteners

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