In-plane cyclic behaviour of composite floor slab diaphragm interfaces under high-shear demand-Reference-Cited by-同舟云学术

In-plane cyclic behaviour of composite floor slab diaphragm interfaces under high-shear demand

Published:2020-04 Issue: Volume:167 Page:105838
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Rezaeian Hooman,Clifton George Charles,MacRae Gregory A.,Lim James B.P.

Funder

Earthquake Commission

Department of Civil Engineering at The University of Auckland

Publisher

Elsevier BV

Subject

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

Reference30 articles.

1. 1994 Northridge Earthquake Buildings Case Studies Project;Hamburger,1996

2. Preliminary report on steel building damage from the Darfield earthquake of September 4, 2010;Bruneau;Bull. N. Z. Soc. Earthq. Eng.,2010

3. In-plane behaviour of composite floor slab diaphragm interfaces under high shear demand;Rezaeian;J. Constr. Steel Res.,2019

4. Effect of End Anchorage into the Supporting Beams on the Diaphragm Interface Shear Behaviour of Composite Steel Deck Slabs under High Shear Demand;Rezaeian,2019

5. Composite Structures - Composite Steel-concrete Construction in Buildings;AS/NZS2327,2017

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