Effects of In-Plane Restraint on Progression of Collapse in Flat-Plate Structures-Reference-Cited by-同舟云学术

Effects of In-Plane Restraint on Progression of Collapse in Flat-Plate Structures

Published:2017-06 Issue:3 Volume:31 Page:04016112
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Peng Zhonghua¹,Orton Sarah L.²,Liu Jinrong³,Tian Ying⁴

Affiliation:

1. Structural Engineer, Gilsanz Murray Steficek LLP, New York, NY 10001; formerly, Ph.D. Student, Univ. of Missouri, Columbia, MO 65211.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Missouri, Columbia, MO 65211 (corresponding author).

3. Structural Engineer, Innova Technologies, Las Vegas, NV 89146; formerly, Ph.D. Student, Univ. of Nevada, Las Vegas, 4505 S. Maryland Parkway, Las Vegas, NV 89154.

4. Associate Professor, Dept. of Civil and Environmental Engineering and Construction, Univ. of Nevada, Las Vegas, 4505 S. Maryland Parkway, Las Vegas, NV 89154.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000984

Reference30 articles.

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2. ACI (American Concrete Institute). (1971). “Building code requirements for reinforced concrete.” ACI 318-71 Farmington Hills MI.

3. ACI (American Concrete Institute). (2014). “Building code requirements for reinforced concrete.” ACI 318-14 Farmington Hills MI.

4. Experimental investigation of edge restraint on punching shear behavior of RC slabs;Alam A. K. M. J.;Civ. Struct. Eng.,2009

5. Tangential Strain Theory for Punching Failure of Flat Slabs

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