Experimental Study and Numerical Simulation of the Progressive Collapse Resistance of Single-Layer Latticed Domes

Author:

Xu Ying1,Han Qing-Hua2,Parke G. A. R.3,Liu Yi-Ming4

Affiliation:

1. Postdoctor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, School of Civil Engineering, Tianjin Univ., Tianjin 300350, P.R. China.

2. Professor, Key Laboratory of Coast Civil Structure Safety of China Ministry of Education, School of Civil Engineering, Tianjin Univ., Tianjin 300350, P.R. China (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Surrey, Guildford, Surrey GU2 5XH, U.K.

4. Ph.D Candidate, School of Civil Engineering, Tianjin Univ., Tianjin 300350, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference34 articles.

1. ABAQUS [Computer software]. Dassault Systemes Providence RI.

2. Progressive collapse of single-layer braced domes;Abedi K.;Int. J. Space Struct.,1996

3. Abedi K. and Shekastehband B. (2009). “Effects of member loss on the structural integrity of tensegrity systems.” Proc. Symp. Int. Association for Shell and Spatial Structures: Evolution and Trends in Design Analysis and Construction of Shell and Spatial Structures Editorial Universitat Politècnica de València Valencia Spain.

4. Review of progressive failure analyses for truss structures;Blandford G. E.;J. Struct. Eng.,1997

5. Discussion on the progressive collapse analysis of long-span space structures;Cai J.;Eng. Mech.,2012

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