Experimental Study of Dynamic Progressive Collapse in Flat-Plate Buildings Subjected to Exterior Column Removal

Author:

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

Affiliation:

1. Structural Engineer, Gilsanz Murray Steficek LLP, 129 West 27th St., 5th Floor, 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). ORCID: .

3. Structural Engineer, Innova Technologies, 1432 South Jones Blvd., Las Vegas, NV 89146; formerly, Ph.D. Student, Univ. of Nevada, Las Vegas, 4505 S. Maryland Pkwy., Las Vegas, NV 89154.

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

Reference31 articles.

1. ABAQUS [Computer software]. Dassault Systèmes Waltham MA.

2. Review of the skyline plaza collapse;Carino N. J.;Concr. Int.,1983

3. CEB-FIP MODEL CODE 1990

4. Seismic resistance of nonductile slab-column connections in existing flat-slab buildings;Durrani A. J.;ACI Struct. J.,1995

5. Shearing strength of reinforced concrete slabs;Elstner R. C.;ACI J.,1956

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