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第 46 卷 陈泓宇,等: 钢筋混凝土墩柱侧向冲击损伤的评估方法 第 4 期
Mechanics, 2013, 30(9): 144–150, 157. DOI: 10.6052/j.issn.1000-4750.2012.05.0341.
[16] ZHAO W C, YE J H. Dynamic behavior and damage assessment of RC columns subjected to lateral soft impact [J].
Engineering Structures, 2022, 251: 113476. DOI: 10.1016/j.engstruct.2021.113476.
[17] 田雪梅, 朱翔, 李文博, 等. 冲击荷载下内配圆形钢管混凝土的方形叠合柱剩余承载力研究 [J]. 建筑结构, 2024, 54(16):
14–24. DOI: 10.19701/j.jzjg.20230992.
TIAN X M, ZHU X, LI W B, et al. Study on residual bearing capacity of square concrete-encased circular concrete-filled steel
tubes under impact load [J]. Building Structure, 2024, 54(16): 14–24. DOI: 10.19701/j.jzjg.20230992.
[18] ZHONG H Q, HAO C R, YU Z X, et al. Damage assessment of RC bridge piers under rockfall impact and evaluation of a
steel-sand protective structure [J]. Structures, 2023, 47: 607–624. DOI: 10.1016/j.istruc.2022.11.100.
[19] ZHOU X W, ZHOU M, LUO D M, et al. Study on the nonlinear response and shear behavior of RC columns under lateral
impact [J]. Structures, 2021, 34: 3834–3850. DOI: 10.1016/j.istruc.2021.09.094.
[20] 匡志平, 陈少群. 混凝土 K&C 模型材料参数分析与模拟 [J]. 力学季刊, 2015, 36(3): 517–526. DOI: 10.15959/j.cnki.0254-
0053.2015.03.019.
KUANG Z P, CHEN S Q. Analysis and simulation for the material parameters of K&C concrete model [J]. Chinese Quarterly
of Mechanics, 2015, 36(3): 517–526. DOI: 10.15959/j.cnki.0254-0053.2015.03.019.
[21] HAO Y F, HAO H. Influence of the concrete DIF model on the numerical predictions of RC wall responses to blast
loadings [J]. Engineering Structures, 2014, 73: 24–38. DOI: 10.1016/j.engstruct.2014.04.042.
[22] MALVAR L J. Review of static and dynamic properties of steel reinforcing bars [J]. Materials Journal, 1998, 95(5): 609–616.
DOI: 10.14359/403.
[23] SHI Y C, HAO H, LI Z X. Numerical derivation of pressure–impulse diagrams for prediction of RC column damage to blast
loads [J]. International Journal of Impact Engineering, 2008, 35(11): 1213–1227. DOI: 10.1016/j.ijimpeng.2007.09.001.
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