Inelastic behaviour of tubular column-to-flat slab connections-Reference-Cited by-同舟云学术

Inelastic behaviour of tubular column-to-flat slab connections

Published:2011-07 Issue:7 Volume:67 Page:1164-1173
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Eder M.A.,Vollum R.L.,Elghazouli A.Y.

Publisher

Elsevier BV

Subject

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

Reference28 articles.

1. ACI. Building code requirements for structural concrete and commentary. vol. ACI, 318-05. American Concrete Institute; 2005.

2. Shearhead reinforcement for slabs;Corley;ACI Structural Journal,1968

3. Geilinger. Geilinger Stahlpilze zur Verstaerkung von Flachdecken im Stuetzenbereich. Institut fuer Bautechnik Z-4.6-95, 8. Swiss Patent; 1986.

4. Eder M, Elghazouli A, Vollum RL. Strength and ductility of connections between tubular columns and flat slabs under monotonic and cyclic loading conditions. CIDECT Programme 4F, final report. Imperial College London; June 2010.

5. Chana PS, Birjandi FK. Design guidance on structural steel shearheads in concrete. Project report for reinforced concrete council and department of the environment. CRIC CLIENT REPORT CRIC95/001/F. Imperial College London; 1996.

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