Uncertainty and Sensitivity Analysis of Reinforced Concrete Frame Structures Subjected to Column Loss

Author:

Yu Xiao Hui1,Lu Da Gang2,Qian Kai3,Li Bing4

Affiliation:

1. Assistant Professor, Key Lab of Structural Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China.

2. Professor, Key Lab of Structural Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China.

3. Professor, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China.

4. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference43 articles.

1. ACI (American Concrete Institute). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

2. ASCE/SEI (Structural Engineering Institute). (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7 Reston VA.

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

4. DoD (Department of Defense). (2013). “Design of building to resist progressive collapse.” UFC 4-023-03 Washington DC.

5. Ellingwood B. Galambos T. V. MacGregor J. G. and Cornell C. A. (1980). “Development of a probability based load criterion for American National Standard A58—Building code requirement for minimum design loads in buildings and other structures.” National Bureau of Standards Dept. of Commerce Washington DC.

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