Resistance of Flat-Plate Buildings against Progressive Collapse. I: Modeling of Slab-Column Connections-Reference-Cited by-同舟云学术

Resistance of Flat-Plate Buildings against Progressive Collapse. I: Modeling of Slab-Column Connections

Published:2015-12 Issue:12 Volume:141 Page:04015053
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Liu Jinrong¹,Tian Ying²,Orton Sarah L.³,Said Aly M.⁴

Affiliation:

1. Structural Engineer, Mendenhall Smith Structural Engineers, Las Vegas, NV 89117; formerly, Ph.D. Student, Univ. of Nevada, 4505 S. Maryland Parkway, Las Vegas, NV 89154.

2. Associate Professor, Dept. of Civil and Environmental Engineering and Construction, Univ. of Nevada, 4505 S. Maryland Parkway, Las Vegas, NV 89154 (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Missouri–Columbia, Columbia, MO 65211.

4. Associate Professor, Dept. of Architectural Engineering, Pennsylvania State Univ., 104 Engineering Unit A, University Park, PA 16802; formerly, Associate Professor, Dept. of Civil Engineering and Construction, Univ. of Nevada, 4505 S. Maryland Parkway, Las Vegas, NV 89154.

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%29ST.1943-541X.0001294

Reference43 articles.

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2. ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete and commentary.” ACI 318-11 Farmington Hills MI.

3. Akiyama H. and Hawkins N. M. (1984). “Response of flat plate concrete structures to seismic and wind forces.” Structures and Mechanics Rep. SM84-1 Univ. of Washington WA.

4. Macromodel-Based Simulation of Progressive Collapse: RC Frame Structures

5. Elimination of flat plate punching failure mode;Broms C. E.;ACI Struct. J.,2000

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