Punching of high strength concrete flat slabs without shear reinforcement-Reference-Cited by-同舟云学术

Punching of high strength concrete flat slabs without shear reinforcement

Published:2015-11 Issue: Volume:103 Page:275-284
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Inácio Micael M.G.,Almeida André F.O.,Faria Duarte M.V.,Lúcio Válter J.G.,Ramos António Pinho

Funder

Fundação para a Ciência e Tecnologia – Ministério da Ciência, Tecnologia e Ensino

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

1. Relationship of the punching shear capacity of reinforced concrete slabs with concrete strength;Gardner;ACI Struct J,1990

2. Experimental investigation on the behavior of high-strength concrete slabs;Marzouk;ACI Struct J,1991

3. Tomaszewicz A. Punching shear capacity of reinforced concrete slabs. High-strength concrete SP2 – plates and shells. Report 2.3. Report no. STF70A93082. Trondheim: SINTEF; 1993. 36 pp.

4. Hallgren M. Punching shear capacity of reinforced high strength concrete slabs. Doctoral thesis. Stockholm: Royal Institute of Technology; 1996. 206 pp.

5. Ramdane KE. Punching shear of high performance concrete slabs. In: 4th international symposium on utilization of high-strength/high-performance concrete, Paris; 1996. p. 1015–26.

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