Page 77 - 《爆炸与冲击》2026年第11期
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第 46 卷 王帅帅,等: 数据驱动的箍筋加密钢筋混凝土柱爆炸损伤预测与评估模型 第 11 期
[2] YUAN S, LI Y, ZONG Z, et al. A review on close-in blast performance of RC bridge columns [J]. Journal of Traffic and
Transportation Engineering (English Edition), 2023, 10(4): 675–696. DOI: 10.1016/j.jtte.2023.07.001.
[3] BYFIELD M, PARAMASIVAM S. Murrah building collapse: reassessment of the transfer girder [J]. Journal of Performance
of Constructed Facilities, 2012, 26(4): 371–376. DOI: 10.1061/(Asce)Cf.1943-5509.0000227.
[4] LI Q M, MENG H. Pressure-impulse diagram for blast loads based on dimensional analysis and single-degree-of-freedom
model [J]. Journal of Engineering Mechanics, 2002, 128(1): 87–92. DOI: 10.1061/(ASCE)0733-9399(2002)128:1(87.
[5] YU R, CHEN L, FANG Q, et al. Generation of pressure-impulse diagrams for failure modes of RC columns subjected to blast
loads [J]. Engineering Failure Analysis, 2019, 100: 520–535. DOI: 10.1016/j.engfailanal.2019.02.001.
[6] YUAN S, HAO H, ZONG Z, et al. A study of RC bridge columns under contact explosion [J]. International Journal of Impact
Engineering, 2017, 109: 378–390. DOI: 10.1016/j.ijimpeng.2017.07.017.
[7] DUA A, BRAIMAH A, KUMAR M. Experimental and numerical investigation of rectangular reinforced concrete columns
under contact explosion effects [J]. Engineering Structures, 2020, 205: 109891. DOI: 10.1016/j.engstruct.2019.109891.
[8] SHI Y C, HU Y, CHEN L, et al. Experimental investigation into the close-in blast performance of RC columns with axial
loading [J]. Engineering Structures, 2022, 268: 114688. DOI: 10.1016/j.engstruct.2022.114688.
[9] WU K C, LI B, TSAI K C. Residual axial compression capacity of localized blast-damaged RC columns [J]. International
Journal of Impact Engineering, 2011, 38(1): 29–40. DOI: 10.1016/j.ijimpeng.2010.09.002.
[10] LIN S C, HU Z Q, HAN J Q, et al. Failure time of reinforced concrete column under blast load [J]. Structures, 2023, 53:
1122–1134. DOI: 10.1016/j.istruc.2023.04.128.
[11] SHI Y C, XIE C L, YU M L. Numerical derivation of pressure-impulse (p-I) diagrams of prefabricated RC columns with steel
joints subjected to blast loads [J]. Structures, 2024, 66: 106796. DOI: 10.1016/j.istruc.2024.106796.
[12] 赵春风, 吴艺秀, 向思麒, 等. 基于 XGBoost 的 PC 板爆炸损伤评估模型 [J]. 爆炸与冲击, 2026, 46(5): 051443. DOI:
10.11883/bzycj-2025-0250.
ZHAO C F, WU Y X, XIANG S Q, et al. Blast damage assessment model of PC slabs based on XGBoost [J]. Explosion and
Shock Waves, 2026, 46(5): 051443. DOI: 10.11883/bzycj-2025-0250.
[13] 朱玉富, 赵春风, 周志航. 基于机器学习的钢筋混凝土板在爆炸作用下的最大位移预测模型 [J]. 高压物理学报, 2023,
37(2): 92–106. DOI: 10.11858/gywlxb.20220667.
ZHU Y F, ZHAO C F, ZHOU Z H. Prediction model of maximum displacement for rc slabsunder blast load based on machine
learning [J]. Chinese Journal of High Pressure Physics, 2023, 37(2): 92–106. DOI: 10.11858/gywlxb.20220667.
[14] 郑文言, 段利亚, 方辉. 近距离爆炸下钢筋混凝土柱损伤的图像识别及快速评估 [J]. 防灾减灾工程学报, 2023, 43(4):
712–720. DOI: 10.13409/j.cnki.jdpme.20211122002.
ZHENG W Y, DUAN L Y, FANG H. Assessment of reinforced concrete column damage after near-field explosion based on
image recognition [J]. Journal of Disaster Prevention and Mitigation Engineering, 2023, 43(4): 712–720. DOI: 10.13409/j.
cnki.jdpme.20211122002.
[15] YANG D K, YANG J, SHI J. Prediction and analysis of damage to RC columns under close-in blast loads based on machine
learning and Monte Carlo method [J]. Engineering Structures, 2024, 318: 118787. DOI: 10.1016/j.engstruct.2024.118787.
[16] ZHAO C F, SU J, ZHU Y F, et al. Machine learning-based two-stage damage prediction method for RC slabs under blast
loads [J]. Advances in Engineering Software, 2025, 208: 103959. DOI: 10.1016/j.advengsoft.2025.103959.
[17] PENG J Z, PAN L J, WANG Z Q, et al. Self-adaptive graph neural network for predicting blast-induced damage in RC
columns across multiple scenarios [J]. Engineering Structures, 2025, 337: 120505. DOI: 10.1016/j.engstruct.2025.120505.
[18] MALVAR L J, CRAWFORD J E, WESEVICH J W, et al. A plasticity concrete material model for DYNA3D [J].
International Journal of Impact Engineering, 1997, 19(9/10): 847–873. DOI: 10.1016/s0734-743x(97)00023-7.
[19] LI J, HAO H. Influence of brittle shear damage on accuracy of the two-step method in prediction of structural response to blast
loads [J]. International Journal of Impact Engineering, 2013, 54: 217–231. DOI: 10.1016/j.ijimpeng.2012.11.008.
[20] 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.
[21] MALVAR L J, CRAWFORD J E. Dynamic increase factors for steel reinforcing bars [C]//Proceedings of the 28th DDESB
111504-18

