|
|
|
| Research on vulnerability of tunnel structures subjected to near-fault and far-field ground motions |
| MEI Xiancheng1，2，CUI Zhen1，2，SHENG Qian1，2 |
| (1. Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，Wuhan，Hubei 430071，China；2. University of Chinese Academy of Sciences，Beijing 100049，China) |
|
|
|
Abstract Regarding Zheduoshan tunnel，a control engineering of Sichuan-Tibet railway，as the research object，a dynamic time history analysis model is established. Combined with the site ground motion design response spectrum，the near-fault pulse-type ground motions and far-field ground motions are selected for the incremental dynamic analysis of the seismic performance of the tunnel engineering structure. Then，a preliminary discussion of the seismic intensity index IM applicable to the tunnel structure is carried out，and the damage degree of the tunnel structure at different key locations is presented. Afterward，the seismic vulnerability probabilities of the tunnel structure under the actions of the near-fault pulse-type ground motions and the far-field ground motions are compared and analyzed，and the failure probability of the tunnel structure under the actions of the two ground motions at the three-level fortification level is further presented. The results show that PGA is a suitable IM index for the tunnel structure. The lining on the left and right side walls of the tunnel is vulnerable to earthquake damage，which can be regarded as the weak parts for the seismic design. Under the level of VIII-degree frequent earthquakes，there is a high probability that the tunnel structure will only be slightly damaged or even remain intact and undamaged，while there is a greater probability that the tunnel structure will be serious damage to life and safety under the level of VIII-degree rare and extremely rare earthquakes. Under the same intensity of ground motions，near-fault pulse-type ground motions are more likely to cause more serious damage to the tunnel structure and have stronger destructiveness. Therefore，In the seismic design of tunnels，the impact of the velocity pulse effect of near-fault ground motions on the seismic performance of tunnel structures cannot be ignored.
|
|
|
|
|
|
[1] SHARMA S，JUDD W R. Underground opening damage fromearthquakes[J]. Engineering Geology，1991，30(3/4)：263–276.
[2] HE C，KOIZUMI A. Study on seismic behavior and seismic design methods in transverse direction of shield tunnels[J]. Structural Engineering and Mechanics，2001，11(6)：651–662.
[3] 赵 坤. 地震作用下跨断层隧道动力响应及抗错断技术研究[博士学位论文][D]. 武汉：中国科学院武汉岩土力学研究所，2018. (ZHAO Kun. Seismic response and anti-dislocation technology of tunnel across fault subjected to earthquake[Ph. D. Thesis][D]. Wuhan：Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，2018.(in Chinese))
[4] CHEN Z Y，SHI C，LI T B，et al. Damage characteristics and influence factors of mountain tunnels under strong eearthquakes[J]. Natural Hazards，2012，61(2)：387–401.
[5] 陈卫忠，宋万鹏，赵武胜，等. 地下工程抗震分析方法及性能评价研究进展[J]. 岩石力学与工程学报，2017，36(2)：310–325.(CHEN Weizhong，SONG Wanpeng，ZHAO Wusheng，et al. Research progress of seismic analysis methods and performance evaluation in underground engineering[J]. Chineses Journal of Rock Mechanics and Engineering，2017，36(2)：310–325.(in Chinese))
[6] CORIGLIANO M，SCANDELLA L，LAI C G，et al. Seismic analysis of deep tunnels in near fault conditions：a case study in Southern Italy[J]. Bulletin of Earthquake Engineering，2011，9(4)：975–995.
[7] SHIMIZU M，SUZUKI T，KATO S，et al. The construction of shield tunnel crossing right under Shinkansen station[C]// ITAAITES World Tunnel Congress 2007. Prague，Czech Republic：[s. n.]，2007：128–139.
[8] HOUSNER G W，HUDSON D E. The Port Hueneme earthquake of March 18，1957[J]. Bulletin of The Seismological Society of America，1958，48(2)：163–168.
[9] 崔 臻，盛 谦，冷先伦，等. 近断层地震动对大型地下洞室群地震响应的影响研究[J]. 岩土力学，2013，34(11)：3 213–3 222.(CUI Zhen，SHENG Qian，LENG Xianlun，et al. Effects of near-fault ground motion on seismic response of underground caverns[J]. Rock and Soil Mechanics，2013，34(11)：3 213–3 222.(in Chinese))
[10] 崔 臻，盛 谦. 近断层/远场地震动作用下控制性岩体结构对地下洞室地震稳定性影响研究[J]. 岩石力学与工程学报，2017，36(1)：53–67.(CUI Zhen，SHENG Qian. Seismic response of underground rock cavern dominated by a large geological discontinutity subjected to near-fault and far-field ground motions[J]. Chinese Journal of Rock Mechanics and Engineering，2017，36(1)：53–67.(in Chinese))
[11] 白现军，王太兴，卫 鑫，等. 近断层速度脉冲对隧洞工程动力响应的影响规律[J]. 山东大学学报：工学版，2017，47(2)：14–19.(BAI Xianjun，WANG Taixing，WEI Xin，et al. Effect of the velocity pulse on the seismic response of the tunnel[J]. Journal of Shandong University：Engineering Science，2017，47(2)：14–19.(in Chinese))
[12] 宋 健，高广运. 基于速度脉冲地震动的边坡地震位移统一预测模型[J]. 岩土工程学报，2013，35(11)：2 009–2 017.(SONG Jian，GAO Guangyun. Empirical predictive model for seismic displacement of slopes under velocity pulse-like ground motions[J]. Chinese Journal of Geotechnical Engineering，2013，35(11)：2 009–2 017.(in Chinese))
[13] 谢礼立，马玉宏，翟长海. 基于性态的抗震设防于设计地震动[M]. 北京：科学出版社，2009：26–27.(XIE Lili，MA Yuhong，ZHAI Changhai. Performance-based seismic design and design ground motion[M]. Beijing：Science Press，2009：26–27.(in Chinese))
[14] 李 刚，程耿东. 基于性能的结构抗震设计：理论方法与应用[M]. 北京：科学出版社，2004：12–17.(LI Gang，CHENG Gengdong. Performance-based seismic design：theory and application[M]. Beijing：Science Press，2004：12–17.(in Chinese))
[15] Federal Emergency Management Agency. FEMA-445：Next-generation performance-based seismic design guideline[R]. Washington，D.C.：Federal Emergency Management Agency，2006.
[16] VAMVATSIKOS D，CORNELL C A. Incremental dynamic analysis[J]. Earthquake Engineering and Structural Dynamics，2002，31(3)：491–514.
[17] VAMVATSIKOS D. Seismic performance capacity and reliability of structures as seen through incremental dynamic analysis[Ph. D. Thesis][D]. California：Stanford University，2002.
[18] 崔 臻，盛 谦，冷先伦，等. 基于增量动力分析的大型地下洞室群性能化地震动力稳定性评估[J]. 岩石力学于工程学报，2012，31(4)：703–712.(CUI Zhen，SHENG Qian，LENG Xianlun，et al. Performance-based seismic stability assessment of large underground carven complex with incremental dynamic analysis[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(4)：703–712.(in Chinese))
[19] 钟紫蓝，申轶尧，郝亚茹，等. 基于IDA方法的两层三跨地铁地下结构地震易损性分析[J]. 岩土工程学报，2020，42(5)：916–924.(ZHONG Zilan，SHEN Yiyao，HAO Yaru，et al. Seismic fragility analysis of two-story and three-span metro station structures based on IDA method[J]. Chinese Journal of Geotechnical Engineering，2020，42(5)：916–924.(in Chinese))
[20] LIU T，CHEN Z Y，YUAN Y，et al. Fragility analysis of a subway station structure by incremental dynamic analysis[J]. Advances in Structural Engineering，2016，20(7)：1 111–1 124.
[21] LI S，XIE L L. Progress and trend on near-field problems in civil engineering[J]. Acta Seismologica Sinica，2007，20(1)：102–111.
[22] SOMERVILLE P G. Characterizing near fault ground motion for the design and evaluation of bridges[C]// Proceedings of the 3rd National Seismic Conference and Workshop on Bridges and Highways. New York：State University of New York at Buffalo，2002：137–148.
[23] 王 刚. 地震波选择方法，工具，及其在基于性能的抗震设计中的应用[C]// 第四届粤港澳地震科技研讨会. 香港：[s.n.]，2010： 1 027–1 055.(WANG Gang. Design ground motion library and its application to performance-based earthquake design of civil infrastructure[C]// Proceedings of the 4th Guangdong Hong Kong Macao Seminar on Earthquake Science and Technology. Hong Kong：[s.n.]，2010：1 027–1 055.(in Chinese))
[24] Pacific Earthquake Engineering Research Center. PEER NGA strong motion database[DB/OL]. http：//peer.Berkeley.edu/nga/，2005–4–27/2011–9–3.
[25] 中华人民共和国国家标准编写组. GB18306—2015 中国地震动参数区划图[S]. 北京：中国标准出版社，2015.(The National Standards Compilation Group of People¢s Republic of China. GB18306—2015 Seismic ground motion parameters zonation map of China[S]. Beijing：Standards Press of China，2015.(in Chinese))
[26] 刘国庆，肖 明，陈俊涛. 基于增量动力分析的隧洞结构抗震性能评估[J]. 工程科学与技术，2019，51(3)：92–100.(LIU Guoqing，XIAO Ming，CHEN Juntao. Seismic performance assessment of tunnel structure based on incremental dynamic analysis[J]. Advanced Engineering Sciences，2019，51(3)：92–100.(in Chinese))
[27] 王伯超，王 鑫，杨柳君，等. 基于IDA分析法的公路隧道衬砌抗震性能分析[J]. 铁道标准设计，2020，64(5)：96–102.(WANG Bochao，WANG Xin，YANG Liujun，et al. Seismic performance analysis of highway tunnel lining based on IDA[J]. Railway Standard Design，2020，64(5)：96–102.(in Chinese))
[28] 中华人民共和国国家标准编写组. GB50111—2006(2009版) 铁路工程抗震设计规范[S]. 北京：中国标准出版社，2015.(The National Standards Compilation Group of People¢s Republic of China. GB50111—2006(2009 version) Code for seismic design of railway engineering[S]. Beijing：China Planning Press，2009.(in Chinese))
[29] 陈 相. 公路隧道结构性能化抗震设计方法研究[硕士学位论文][D]. 重庆：重庆交通大学，2017.(CHEN Xiang. Study on performance-based seismic design method for highway tunnel structure[M. S. Thesis][D]. Chongqing：Chongqing Jiaotong University，2017.(in Chinese)
[30] 陆新征，叶列平，缪志伟，等. 建筑抗震弹塑性分析——原理、模型与在ABAQUS，MSC.MARC 和SAP2000上的实践[M]. 北京：中国建筑工业出版社，2009：112–124.(LU Xinzheng，YE Lieping，MIAO Zhiwei，et al. Elasto-plastic analysis of buildings against earthquake-theory，model and implementation in ABAQUS，MSC.MARC and SAP2000[M]. Beijing：China Architecture and Building Press，2009：112–124.(in Chinese))
[31] KARIM K R，YAMAZAKI F. Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulation[J]. Earthquake Engineering and Structural Dynamics，2001，30(12)：1 839–1 856. |
| [1] |
MAO Yuting1, 2, HE Manchao1, 2, LIU Fangzhou3, BAI Xing4, YANG Xiaojie1, 2, TAO Zhigang1, 2*. Development and application of a large-scale physical model system for tunnel creep testing[J]. , 2026, 45(6): 1627-1638. |
|
|
|
|
2021, Vol. 40 
