Dynamic Responses of RC Columns under Axial Load and Lateral Impact-Reference-Cited by-同舟云学术

Dynamic Responses of RC Columns under Axial Load and Lateral Impact

Published:2023-01 Issue:1 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sun Jing-Ming¹,Yi Wei-Jian²,Chen Hui³,Peng Fei⁴^ORCID,Zhou Yun⁵^ORCID,Zhang Wang-Xi⁶

Affiliation:

1. Ph.D. Candidate, College of Civil Engineering, Hunan Provincial Key Lab on Damage Diagnosis for Engineering Structures, Hunan Univ., Changsha 410082, China.

2. Professor, College of Civil Engineering, Hunan Provincial Key Lab on Damage Diagnosis for Engineering Structures, Hunan Univ., Changsha 410082, China (corresponding author).

3. Postdoctoral Fellow, College of Civil Engineering, Hunan Provincial Key Lab on Damage Diagnosis for Engineering Structures, Hunan Univ., Changsha 410082, China.

4. Associate Professor, College of Civil Engineering, Hunan Provincial Key Lab on Damage Diagnosis for Engineering Structures, Hunan Univ., Changsha 410082, China. ORCID: .

5. Professor, College of Civil Engineering, Hunan Provincial Key Lab on Damage Diagnosis for Engineering Structures, Hunan Univ., Changsha 410082, China. ORCID: .

6. Professor, College of Civil Engineering, Hunan Provincial Key Lab on Damage Diagnosis for Engineering Structures, Hunan Univ., Changsha 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-11612

Reference49 articles.

1. Reliability analysis of an RC member impacted by a rockfall using a nonlinear SDOF model

2. Dynamic behaviour of axially-loaded RC columns under horizontal impact loading

3. Heavy Truck Collision with Bridge Piers: Computational Simulation Study

4. Behavior and Design of Bridge Piers Subjected to Heavy Truck Collision

5. Theoretical models to predict the flexural failure of reinforced concrete beams under blast loads

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