Punching Shear Failure in Concrete Decks As Snap-Through Instability-Reference-Cited by-同舟云学术

Punching Shear Failure in Concrete Decks As Snap-Through Instability

Published:1996-09 Issue:9 Volume:122 Page:998-1005
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:Journal of Structural Engineering

Author:

Petrou Michael F.,Perdikaris Philip C.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%281996%29122%3A9%28998%29

Reference18 articles.

1. ACI Committee 318. (1995). Building code requirements for reinforced concrete and commentary . Am. Concr. Inst. Detroit Mich.

2. Bažant Z. P. and Cedolin L. (1991). Stability of structures: elastic inelastic fracture and damage theories . Oxford University Press Inc. Oxford U.K.

3. Braestrup M. W. Nielsen M. P. Jensen B. C. and Bach F. (1976). “Axisymmetric punching of plain and reinforced concrete.” Rep. R75 Struct. Res. Lab. Tech. Univ. of Denmark Copenhagen Denmark.

4. Braestrup M. W. (1978). “Punching shear in concrete slabs.” IABSE Colloquium Introductory Rep. Copenhagen Denmark 115–136.

5. Fang I-K. (1985). “Behavior of Ontario-type bridge deck on steel girders ” PhD dissertation Dept. of Civ. Engrg. Univ. of Texas at Austin Tex.

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