Citation: | SHI Yan, LI Jun, QIN Hong-guo, LI Ping, ZHENG Guo-zu, WANG Dong-sheng. Internal force state of long-span continuous rigid-frame bridge with high-rise piers and its effect on seismic response[J]. Journal of Traffic and Transportation Engineering, 2022, 22(1): 70-81. doi: 10.19818/j.cnki.1671-1637.2022.01.005 |
[1] |
李建中, 管仲国. 桥梁抗震设计理论发展: 从结构抗震减震到震后可恢复设计[J]. 中国公路学报, 2017, 30(12): 1-9, 59. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201712002.htm
LI Jian-zhong, GUAN Zhong-guo. Research progress on bridge seismic design: target from seismic alleviation to post-earthquake structural resilience[J]. China Journal of Highway and Transport, 2017, 30(12): 1-9, 59. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201712002.htm
|
[2] |
石岩, 王东升, 孙治国. 近断层地震动下减隔震桥梁地震反应分析[J]. 桥梁建设, 2014, 44(3): 19-24. https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201403004.htm
SHI Yan, WANG Dong-sheng, SUN Zhi-guo. Analysis of seismic response of seismically mitigated and isolated bridge subjected to near-fault ground motion[J]. Bridge Construction, 2014, 44(3): 19-24. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201403004.htm
|
[3] |
冯忠居, 陈慧芸, 袁枫斌, 等. 桩-土-断层耦合作用下桥梁桩基竖向承载特性[J]. 交通运输工程学报, 2019, 19(2): 36-48. https://www.cnki.com.cn/Article/CJFDTOTAL-JYGC201902007.htm
FENG Zhong-ju, CHEN Hui-yun, YUAN Feng-bin, et al. Vertical bearing characteristics of bridge pile foundation under pile-soil-fault coupling action[J]. Journal of Traffic and Transportation Engineering, 2019, 19(2): 36-48. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JYGC201902007.htm
|
[4] |
WU Fang-wen, ZHOU Jing-wen, ZHAO Yang-yang, et al. Performance-based seismic fragility and risk assessment of five-span continuous rigid frame bridges[J]. Advances in Civil Engineering, 2021, 2021: 6657663.
|
[5] |
PENG Yuan-cheng, ZHANG Zi-xiang. Development of a novel type of open-web continuous reinforced-concrete rigid-frame bridge[J]. Journal of Bridge Engineering, 2020, 25(8): 05020005. doi: 10.1061/(ASCE)BE.1943-5592.0001595
|
[6] |
WANG Hui-li, XIE Chang-ling, LIU D, et al. Continuous reinforced concrete rigid-frame bridges in China[J]. Practice Periodical on Structural Design and Construction, 2019, 24(2): 05019002. doi: 10.1061/(ASCE)SC.1943-5576.0000421
|
[7] |
陈宝春, 李聪, 黄伟, 等. 超高性能混凝土收缩综述[J]. 交通运输工程学报, 2018, 18(1): 13-28. https://www.cnki.com.cn/Article/CJFDTOTAL-JYGC201801004.htm
CHEN Bao-chun, LI Cong, HUANG Wei, et al. Review of ultra-high performance concrete shrinkage[J]. Journal of Traffic and Transportation Engineering, 2018, 18(1): 13-28. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JYGC201801004.htm
|
[8] |
TONG Lei, WANG Rong-xia, WANG Dong-sheng. Seismic cracking mechanism and control for pre-stressed concrete box girders of continuous rigid-frame bridges: Miaoziping Bridge in Wenchuan Earthquake as an example[J]. Advances in Bridge Engineering, 2021, 2(1): 17. doi: 10.1186/s43251-021-00040-z
|
[9] |
HAN Qiang, DU Xiu-Li, LIU Jing-bo, et al. Seismic damage of highway bridges during the 2008 Wenchuan Earthquake[J]. Earthquake Engineering and Engineering Vibration, 2009, 8(2): 263-273. doi: 10.1007/s11803-009-8162-0
|
[10] |
李军. 考虑内力状态的大跨高墩连续刚构桥地震反应及易损性分析[D]. 兰州: 兰州理工大学, 2021.
LI Jun. Seismic response and fragility analysis of long-span continuous rigid-frame bridge with high-rise piers considering internal force state[D]. Lanzhou: Lanzhou University of Technology, 2021. (in Chinese)
|
[11] |
赵秋红, 李晨曦, 董硕. 深水桥墩地震响应研究现状与展望[J]. 交通运输工程学报, 2019, 19(2): 1-13. https://www.cnki.com.cn/Article/CJFDTOTAL-JYGC201902004.htm
ZHAO Qiu-hong, LI Chen-xi, DONG Shuo. Research status and prospect of seismic response of deep-water bridge pier[J]. Journal of Traffic and Transportation Engineering, 2019, 19(2): 1-13. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JYGC201902004.htm
|
[12] |
ZONG Zhou-hong, XIA Zhang-hua, LIU Hai-hong, et al. Collapse failure of prestressed concrete continuous rigid-frame bridge under strong earthquake excitation: testing and simulation[J]. Journal of Bridge Engineering, 2016, 21(9): 04016047.
|
[13] |
LI Xiao-qiong, LI Zhong-xian, CREWE A J. Nonlinear seismic analysis of a high-pier, long-span, continuous RC frame bridge under spatially variable ground motions[J]. Soil Dynamics and Earthquake Engineering, 2018, 114: 298-312.
|
[14] |
赵珺, 牛荻涛. 在役钢筋混凝土连续刚构桥梁抗震性能评估[J]. 中国公路学报, 2014, 27(9): 74-81. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201409011.htm
ZHAO Jun, NIU Di-tao. Seismic performance evaluation for reinforced concrete continuous rigid frame bridge in service[J]. China Journal of Highway and Transport, 2014, 27(9): 74-81. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201409011.htm
|
[15] |
周敉, 朱国强, 吴江, 等. 地震下大跨径连续刚构桥合理约束体系研究[J]. 振动与冲击, 2019, 38(10): 98-104. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201910015.htm
ZHOU Mi, ZHU Guo-qiang, WU Jiang, et al. Constraint system for a long-span continuous rigid frame bridge under earthquake[J]. Journal of Vibration and Shock, 2019, 38(10): 98-104. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201910015.htm
|
[16] |
辛亚兵, 刘志文, 邵旭东, 等. 大跨连续刚构桥下击暴流作用效应试验研究[J]. 中国公路学报, 2019, 32(10): 279-290. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201910028.htm
XIN Ya-bing, LIU Zhi-wen, SHAO Xu-dong, et al. Effects of downburst on long span continuous rigid frame bridges[J]. China Journal of Highway and Transport, 2019, 32(10): 279-290. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201910028.htm
|
[17] |
刘永健, 马印平, 田智娟, 等. 矩形钢管混凝土组合桁梁连续刚构桥实桥试验[J]. 中国公路学报, 2018, 31(5): 53-62. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201805008.htm
LIU Yong-jian, MA Yin-ping, TIAN Zhi-juan, et al. Field test of rectangular concrete filled steel tubular composite truss bridge with continuous rigid system[J]. China Journal of Highway and Transport, 2018, 31(5): 53-62. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201805008.htm
|
[18] |
石岩, 张奋杰, 韩建平, 等. 高墩大跨度连续刚构桥典型施工阶段地震损伤分析[J]. 振动与冲击, 2020, 39(22): 89-95. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ202022014.htm
SHI Yan, ZHANG Fen-jie, HAN Jian-ping, et al. Seismic damage analysis of a long-span continuous rigid frame bridge with high piers during typical construction stages[J]. Journal of Vibration and Shock, 2020, 39(22): 89-95. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ202022014.htm
|
[19] |
蒋崇文, 易伟建, 庞于涛. 地震动强度指标与大跨度刚构桥梁损伤的相关性[J]. 中国公路学报, 2016, 29(9): 97-102.
JIANG Chong-wen, YI Wei-jian, PANG Yu-tao. Correlation between seismic intensity indices and damages of large span rigid frame bridges[J]. China Journal of Highway and Transport, 2016, 29(9): 97-102. (in Chinese)
|
[20] |
江辉, 金佳敏, 王志刚, 等. 基于IDA的深水连续刚构桥桥墩概率性地震损伤特性[J]. 中国公路学报, 2017, 30(12): 89-100. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201712011.htm
JIANG Hui, JIN Jia-min, WANG Zhi-gang, et al. Probabilistic seismic damage characteristics for piers of deep-water continuous rigid frame bridge based on IDA method[J]. China Journal of Highway and Transport, 2017, 30(12): 89-100. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201712011.htm
|
[21] |
单德山, 张二华, 董俊, 等. 汶川地震动衰减特性及其大跨高墩连续刚构桥的地震响应规律[J]. 土木工程学报, 2017, 50(4): 107-115. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201704013.htm
SHAN De-shan, ZHANG Er-hua, DONG Jun, et al. Ground motion attenuation characteristics of Wenchuan earthquake and seismic response law of long-span continuous rigid frame bridge with high-rise pier[J]. China Civil Engineering Journal, 2017, 50(4): 107-115. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201704013.htm
|
[22] |
陈爱军, 彭容新, 王解军, 等. 大跨连续刚构桥双肢薄壁墩抗震性能研究[J]. 振动与冲击, 2020, 39(1): 1-7. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ202001002.htm
CHEN Ai-jun, PENG Rong-xin, WANG Jie-jun, et al. Aseismic performance of double-limb thin-walled piers of a large-span continuous rigid frame bridge[J]. Journal of Vibration and Shock, 2020, 39(1): 1-7. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ202001002.htm
|
[23] |
LIU Yang, MEI Zhu, WU Bin, et al. Seismic behaviour and failure-mode-prediction method of a reinforced concrete rigid-frame bridge with thin-walled tall piers: investigation by model-updating hybrid test[J]. Engineering Structures, 2020, 208: 110302.
|
[24] |
LIN Yuan-zheng, ZONG Zhou-hong, BI Kai-ming, et al. Experimental and numerical studies of the seismic behavior of a steel-concrete composite rigid-frame bridge subjected to the surface rupture at a thrust fault[J]. Engineering Structures, 2020, 205: 110105.
|
[25] |
闫维明, 罗振源, 许维炳, 等. 近断层脉冲型地震动作用下高墩连续刚构桥振动台试验研究[J]. 北京工业大学学报, 2020, 46(8): 868-878. https://www.cnki.com.cn/Article/CJFDTOTAL-BJGD202008004.htm
YAN Wei-ming, LUO Zhen-yuan, XU Wei-bing, et al. Experimental research on the seismic response of a continuous rigid frame bridge with high piers under near-fault pulse-like ground motions[J]. Journal of Beijing University of Technology, 2020, 46(8): 868-878. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BJGD202008004.htm
|
[26] |
MUTHUKUMAR S, DESROCHES R. A Hertz contact model with non-linear damping for pounding simulation[J]. Earthquake Engineering and Structural Dynamics, 2006, 35(7): 811-828.
|
[27] |
TAFLANIDIS A A. Optimal probabilistic design of seismic dampers for the protection of isolated bridges against near-fault seismic excitations[J]. Engineering Structures, 2011, 33(12): 3496-3508.
|
[28] |
GUO An-xin, SHEN Yu, BAI Jiu-lin, et al. Application of the endurance time method to the seismic analysis and evaluation of highway bridges considering pounding effects[J]. Engineering Structures, 2017, 131: 220-230.
|
[29] |
BAKER J W, LIN Ting, SHAHI S K, et al. New ground motion selection procedures and selected motions for the PEER transportation research program[R]. Berkeley: Pacific Earthquake Engineering Research Center, 2011.
|
[30] |
白越. 基于OpenSees的高墩大跨混凝土连续刚构桥地震易损性研究[D]. 成都: 西南交通大学, 2016.
BAI Yue. Research of seismic vulnerability for high-pier large-span concrete continuous rigid frame bridge based on OpenSees[D]. Chengdu: Southwest Jiaotong University, 2016. (in Chinese)
|