Negative moment behaviour of cold-formed steel deck and concrete composite slabs-Reference-Cited by-同舟云学术

Negative moment behaviour of cold-formed steel deck and concrete composite slabs

Published:2001-04 Issue:4 Volume:57 Page:401-415
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Lee L.H,Quek S.T,Ang K.K

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference7 articles.

1. Patrick M, Goh CC, Proe DJ. Limit-state design rules for Bondek II composite slabs. In: Fourth Pacific Structural Steel Conference, 1995 Oct; Singapore, vol. 3, 1995:145–52.

2. Composite steel-deck reinforced concrete systems failing in shear bond;Schuster,1972

3. Design recommendations for steel deck floor slabs;Porter;J. Struct. Div., ASCE,1976

4. Composite floor systems;Mullet,1998

5. Plastic design of continuous composite slab;Stark;J. Construct. Steel Res.,1990

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