冲击荷载下内衬八边形钢管空心钢筋混凝土柱的动力响应

司强; 王蕊; 司强; 王蕊

doi:10.11883/bzycj-2018-0237

[1]

陆新征. 超高车辆撞击桥梁上部结构研究—破坏机理、设计方法和防护对策[M]. 北京: 中国建筑工业出版社, 2011.

[2]

崔堃鹏, 夏禾, 夏超逸, 等. 汽车撞击桥墩瞬态撞击力的等效静力计算 [J]. 振动与冲击, 2014, 33(4): 48–69. DOI: 10.13465/j.cnki.jvs.2014.04.010.

CUI Kunpeng, XIA He, XIA Chaoyi, et al. Equivalent static force calculation methods for transient impact force of a vehicle in collision with piers [J]. Journal of Vibration and Shock, 2014, 33(4): 48–69. DOI: 10.13465/j.cnki.jvs.2014.04.010.

[3]

田力, 朱聪, 王浩, 等. 碰撞冲击荷载作用下钢筋混凝土柱的动态响应及破坏模式 [J]. 工程力学, 2013, 30(2): 150–155. DOI: 10.6052/j.issn.1000-4750.2011.07.0458.

TIAN Li, ZHU Cong, WANG Hao, et al. Dynamic response and failure modes of RC columns under impact [J]. Engineering Mechanics, 2013, 30(2): 150–155. DOI: 10.6052/j.issn.1000-4750.2011.07.0458.

[4]

曾翔, 许斌. 无腹筋钢筋混凝土梁抗冲击行为试验研究 [J]. 土木工程学报, 2012, 45(9): 63–73. DOI: 10.15951/j.tmgcxb.2012.09.022.

ZENG Xiang, XU Bin. Experimental study on the impact-resistant behavior of RC beams without shear-resistant rebar [J]. China Civil Engineering Journal, 2012, 45(9): 63–73. DOI: 10.15951/j.tmgcxb.2012.09.022.

[5]

许斌, 曾翔. 冲击荷载作用下钢筋混凝土梁性能试验研究 [J]. 土木工程学报, 2014, 47(2): 41–51. DOI: 10.15951/j.tmgcxb.2014.02.010.

XU Bin, ZENG Xiang. Experimental study on the behaviors of reinforced concrete beams under impact loadings [J]. China Civil Engineering Journal, 2014, 47(2): 41–51. DOI: 10.15951/j.tmgcxb.2014.02.010.

[6]

许斌, 曾翔. 冲击作用下钢筋混凝土深梁动力性能试验研究 [J]. 振动与冲击, 2015, 34(4): 6–13. DOI: 10.13465/j.cnki.jvs.2015.04.002.

XU Bin, ZENG Xiang. Tests for dynamic behaviors of deep RC beams under impact loadings [J]. Journal of Vibration and Shock, 2015, 34(4): 6–13. DOI: 10.13465/j.cnki.jvs.2015.04.002.

[7]

瞿海雁, 李国强, 孙建运, 等. 侧向冲击作用下钢管混凝土构件的简化分析模型 [J]. 同济大学学报(自然科学版), 2011, 39(1): 35–41. DOI: 10.3969/j.issn.0253-374x.2011.01.007.

QU Haiyan, LI Guoqiang, SUN Jianyun, et al. Simplified analysis model of circular concrete-filled steel tube specimen under lateral impact [J]. Journal of Tongji University (Natural Science), 2011, 39(1): 35–41. DOI: 10.3969/j.issn.0253-374x.2011.01.007.

[8]

钱长根. 侧向冲击荷载作用下钢筋混凝土空心桥墩的受力性能研究[D]. 南京: 南京工业大学, 2015.

[9]

许紫刚, 贾俊峰, 韩强, 等. 双轴压弯作用下RC桥墩矩形空心截面性能评价 [J]. 工程力学, 2015, 32(1): 17–25. DOI: 10.6052/j.issn.1000-4750.2013.08.0714.

XU Zigang, JIA Junfeng, HAN Qiang, et al. Behavior evaluation of rectangular hollow cross-section of rc piers subjected to axial compression and biaxial bending [J]. Engineering Mechanics, 2015, 32(1): 17–25. DOI: 10.6052/j.issn.1000-4750.2013.08.0714.

[10]

董振华, 杜修力, 韩强. 水平双向反复荷载作用下RC矩形空心桥墩的滞回模型研究 [J]. 工程力学, 2016, 33(4): 24–33. DOI: 10.6052/j.issn.1000-4750.2014.10.0905.

DONG Zhenhua, DU Xiuli, HAN Qiang. Study on hysteretic model of rc bridge pier with rectangular hollow section under lateral-birectional cyclic load [J]. Engineering Mechanics, 2016, 33(4): 24–33. DOI: 10.6052/j.issn.1000-4750.2014.10.0905.

[11]

PRIESTLEY M J N , PARK R. Strength and ductility of concrete bridge columns under seismic loading [J]. ACI Structural Journal, 1987, 84(1): 61–76.

[12]

ZAHN F A , PARK R, PRIESTLEY M J N. Flexural strength and ductility of circular hollow reinforced concrete columns without confinement on inside face [J]. ACI Structural Journal, 1990, 87(2): 156–166.

[13]

贾志路, 王蕊. 侧向冲击下箱形钢管混凝土叠合柱动力响应试验研究 [J]. 建筑结构学报, 2017, 38(S): 165–171. DOI: 10.14006/j.jzjgxb.2017.S1.022.

JIA Zhilu, WANG Rui. Experimental study on dynamic response of box concrete-encased CFST columns under lateral impact [J]. Journal of Building Structures, 2017, 38(S): 165–171. DOI: 10.14006/j.jzjgxb.2017.S1.022.

[14]

王蕊. 钢管混凝土结构构件在侧向撞击下动力响应及其损伤破坏的研究[D]. 太原: 太原理工大学, 2008.