Assessment of RC Frame Capacity Subjected to a Loss of Corner Column

Author:

Guo Mengxue1,Huang Hua2,Zhang Wei3ORCID,Xue Chunliang4,Huang Min1

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China.

2. Professor, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China; Professor, School of Civil & Architecture Engineering, Xi’an Technological Univ., Xi’an 710061, China.

3. Professor, School of Civil Engineering, Fujian Univ. of Technology, Fuzhou 350118, China; Researcher, Dept. of Applied Mechanics and Structures, Institute of Theoretical and Applied Mechanics of the Czech Academy of Sciences, Prague 190 00, Czech Republic (corresponding author). ORCID: .

4. Master, School of Civil Engineering, Chang’an Univ., Xi’an 710061, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference25 articles.

1. Yield line analysis and testing of reinforced concrete rectangular slabs with primary and secondary beams;Bijily B.;ACI Struct. J.,2019

2. Ellingwood, B., T. V. Galambos, J. G. MacGregor, and C. A. Cornell. 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. Washington, DC: National Bureau of Standards.

3. Computational Simulation of Gravity-Induced Progressive Collapse of Steel-Frame Buildings: Current Trends and Future Research Needs

4. Robustness evaluation of RC frame buildings to progressive collapse

5. Implementing ensemble learning methods to predict the shear strength of RC deep beams with/without web reinforcements;Feng D. C.;Eng. Struct.,2021

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