Failure modes and serviceability of high strength self compacting concrete deep beams-Reference-Cited by-同舟云学术

Failure modes and serviceability of high strength self compacting concrete deep beams

Published:2011-12 Issue:8 Volume:18 Page:2272-2281
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Mohammadhassani Mohammad,Jumaat Mohd Zamin,Ashour Ashraf,Jameel Mohammed

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference18 articles.

1. Building code requirements for structural concrete (ACI 318-99) and commentary (ACI 318R-99);ACI Committee 318,1999

2. The design of deep beams in reinforced concrete;CIRIA Guide 2,1984

3. CSA Technical Committee on reinforced concrete design, A23.3-94 1994. Design of concrete structures. Ontario. Canada: Canadian Standards Association. p. 199.

4. CEB-FIP 1993. Model code 1990 for concrete structures. London, Comit_e Euro-International du B_eton, Laussane: Thomas Telford Services, Ltd., p. 437.

5. British Standards Institution (BSI) 1997. Structural use of concrete. Milton Keynes: BSI; BS8110: Part 1.

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