Damage quantification based on drift ratios and axial capacity degradation for RC columns under low-velocity impact loads-Reference-Cited by-同舟云学术

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Damage quantification based on drift ratios and axial capacity degradation for RC columns under low-velocity impact loads

Published:2024-12 Issue: Volume:194 Page:105078
ISSN:0734-743X
Container-title:International Journal of Impact Engineering
language:en
Short-container-title:International Journal of Impact Engineering

Author:

Zhong Zhengwu,Fan Wei^ORCID,Wu Qinglin,Huang Xu,Chen Bo^ORCID

Funder

National Natural Science Foundation of China

Hunan Provincial Science and Technology Department

Hunan Provincial Key Laboratory of Functional Metal-Organic Compounds

Chongqing Postdoctoral Science Foundation

National Aerospace Science Foundation of China

Chongqing Natural Science Foundation

Publisher

Elsevier BV

Reference54 articles.

1. Performance-based design in earthquake engineering: state of development[J];Ghobarah;Eng Struct,2001

2. H. Sharma, P. Gardoni, S. Hurlebaus. Probabilistic demand model and performance-based fragility estimates for RC column subject to vehicle collision[J]. Eng Struct, 2014, 74:86–95.

3. Performance-based response evaluation of reinforced concrete columns subject to vehicle impact[J];Sharma;Int J Impact Eng,2012

4. Ministry of Transport of China. Specifications for collision design of highway bridges[S]. 2020.

5. Residual performance of reinforced concrete beams damaged by low-velocity impact loading[J];Yu;J Struct Eng,2023

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