地下工程抗震分析方法及性能评价研究进展

doi:10.13722/j.cnki.jrme.2016.0577

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Abstract The seismic damage and seismic performance in underground engineering is a hot spot of research home and abroad. Due to the constraints of surrounding rock and soil，there is a big difference in the dynamic characteristics between the underground structures and ground constructions under earthquake. Because of the special deformation characteristics of underground structures，a lot of research have been carried out on theoretical and experimental study of seismic response. Furthermore，the damage characteristics and failure mechanism of underground structures have been analyzed，the current achievements of seismic performance evaluation of underground structures have been summarized，and important issues have been pointed out. The life cycle seismic response and performance evaluation indexes of underground engineering should be emphasized，especially the life cycle damage mechanism and the seismic performance design of underground engineering constructed in the strong earthquake zone.

Key words： underground engineering earthquake damage theoretical analysis experimental model performance evaluation

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	Articles by authors
	CHEN Weizhong1
	2
	SONG Wanpeng1
	ZHAO Wusheng1
	YANG Diansen1
	ZHAO Kun1
	SHENG Qian1

Cite this article:

CHEN Weizhong1,2,SONG Wanpeng1, et al. Research progress of seismic analysis methods and performance evaluation in underground engineering[J]. , 2017, 36(2): 310-325.

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http://www.rockmech.org/EN/10.13722/j.cnki.jrme.2016.0577 OR http://www.rockmech.org/EN/Y2017/V36/I2/310

[24]	KUESEL T R. Earthquake design criteria for subways[J]. Journal of the Structural Division，1969，95(6)：1 213-1 231. " target="_blank">
[46]	宫必宁，赵大鹏. 地下结构与土动力相互作用试验研究[J]. 地下空间，2002，22(4)：320-324.(GONG Bining，ZHAO Dapeng. Experimental study on dynamic interaction of underground structure and soil[J]. Underground Space，2002，22(4)：320-324.(in Chinese)) " target="_blank">
[94]	ZHENG S B，JIANG S P，WANG X W. The deduction of similarity relationships in tunnel model test[J]. Applied Mechanics and Materials，2012，198：737-740. " target="_blank">
[99]	VISION SEAOC 2000. A framework for performance-based engineering[R]. California：Structural Engineering Association of California，1995. " target="_blank">
[1]	冯谦，黄江. 大跨度地下结构震害特征及破坏机制探讨[J]. 大地测量与地球动力学，2009，29(增1)：98-102.(FENG Qian，HUANG Jiang. Exploration of disaster characteristics and damage causes of large span underground structure[J]. Journal of Geodesy and Geodynamics，2009，29(Supp.1)：98-102.(in Chinese)) " target="_blank">
[3]	JIANG L，CHEN J，LI J. Seismic response of underground utility tunnels：shaking table testing and FEM analysis[J]. Earthquake Engineering and Engineering Vibration，2010，9(4)：555-567. " target="_blank">
[23]	胡聿贤. 地震工程学[M]. 北京：地震出版社，2006：216-219.(HU Yuxian. Earthquake engineering[M]. Beijing：Seismological Press，2006：216-219.(in Chinese)) " target="_blank">
[100]	COUNCIL B S S. Prestandard and commentary for the seismic rehabilitation of buildings[S]. Washington，D C：Report FEMA-356，2000. " target="_blank">
[4]	MENKITI C O，MAIR R J，MILES R. Highway tunnel performance during the 1999 Duzce earthquake[C]// Proceedings of the 15th International Conference on Soil Mechanics and Geotechnical Engineering. [S.l.]：A A Balkema，2001：1 365-1 368. " target="_blank">
[5]	王文礼，苏灼谨，林峻弘，等. 台湾集集大地震山岳隧道受损情形之探讨[J]. 现代隧道技术，2001，38(2)：52-60.(WANG Wenli，SU Zhuojin，LIN Junhong，et al. Discussion on damaged extent of mountainous tunnels due to earthquake，Taiwan[J]. Modern Tunnelling Technology，2001，38(2)：52-60.(in Chinese)) " target="_blank">
[7]	兰恒星，周成虎，高星，等. 四川雅安芦山地震灾区次生地质灾害评估及对策建议[J]. 地理科学进展，2013，32(4)：499-504.(LAN Hengxing，ZHOU Chenhu，GAO Xing，et al. Secondary geological hazard assessment and hazard mitigation countermeasures in Lushan，Ya?an Earthquake，Sichuan Province[J]. Progress in Geography，2013，32(4)：499-504.(in Chinese))
[9]	RAMAZI H，HOSSEINNEJAD M. The Silakhor(Iran) earthquake of 31 March 2006，from an engineering and seismological point of view[J]. Seismological Research Letters，2009，80(2)：224-232. " target="_blank">
[13]	KANESHIRO J Y，POWER M，ROSIDI D. Empirical correlations of tunnel performance during earthquakes and aseismic aspects of tunnel design[C]// Proceedings of Conference on Lessons Learned from Recent Earthquakes. Turkey：[s.n.]，1999：461-480. " target="_blank">
[15]	王秀英，刘维宁，张弥. 地下结构震害类型及机制研究[J]. 中国安全科学学报，2003，13(11)：59-62.(WANG Xiuying，LIU Weining，ZHANG Mi. Study on the categorization and mechanism of seismic damage of underground structures[J]. China Safety Science Journal，2003，13(11)：59-62.(in Chinese))
[16]	李天斌. 汶川特大地震中山岭隧道变形破坏特征及影响因素分析[J]. 工程地质学报，2008，16(6)：742-750.(LI Tianbin. Failure characteristics and influence factor analysis of mountain tunnels at epicenter zones of great Wenchuan earthquake[J]. Journal of Engineering Geology，2008，16(6)：742-750.(in Chinese))
[2]	马险峰. 地下结构的震害研究[博士学位论文][D]. 上海：同济大学，2000.(MA Xianfeng. The earthquake disaster research for underground structure[Ph. D. Thesis][D]. Shanghai：Tongji University，2000.(in Chinese)) " target="_blank">
[6]	崔光耀，王明年，林国进，等. 汶川地震区典型公路隧道衬砌震害类型统计分析[J]. 中国地质灾害与防治学报，2011，22(1)：122-127.(CUI Guangyao，WANG Mingnian，LIN Guojin，et al. Statistical analysis of Earthquake damage types of typical highway tunnel lining structure in Wenchuan seismic disastrous area[J]. The Chinese Journal of Geological Hazard and Control，2011，22(1)：122-127.(in Chinese)) " target="_blank">
[8]	JIANG Y，WANG C，ZHAO X. Damage assessment of tunnels caused by the 2004 Mid Niigata prefecture earthquake using Hayashi?s quantification theory type II[J]. Natural Hazards，2010，53(3)：425-441. " target="_blank">
[10]	BHALLA S，YANG Y W，ZHAO J，et al. Structural health monitoring of underground facilities-Technological issues and challenges[J]. Tunnelling and Underground Space Technology，2005，20(5)：487-500. " target="_blank">
[12]	POWER M S，ROSIDI D，KANESHIRO J Y. Seismic vulnerability of tunnels and underground structures revisited[C]// Proceedings of the North American Tunneling Conference. Brookfield：Balkema，1998：243-250. " target="_blank">
[19]	赵冬冬. 城市地铁地下结构地震反应的试验研究与数值模拟[博士学位论文][D]. 北京：清华大学，2013.(ZHAO Dongdong. Experimental study and numerical simulation on seismic response of urban underground subway structures[Ph. D. Thesis][D]. Beijing：Tsinghua University，2013.(in Chinese)) " target="_blank">
[30]	王璐. 地下建筑结构实用抗震分析方法研究[博士学位论文][D]. 重庆：重庆大学，2011.(WANG Lu. Study on practical seismic analysis method for underground structures[Ph. D. Thesis][D]. Chongqing：Chongqing University，2011.(in Chinese)) " target="_blank">
[34]	刘晶波，刘祥庆，李彬. 地下结构抗震分析与设计的Pushover分析方法[J]. 土木工程学报，2008，41(4)：73-80.(LIU Jingbo，LIU Xiangqing，LI Bin. A pushover analysis method for seismic analysis and design of underground structures[J]. China Civil Engineering Journal，2008，41(4)：73-80.(in Chinese)) " target="_blank">
[41]	PITILAKIS K，TSINIDIS G. Performance and seismic design of underground structures[M]. Switzerland：Springer International Publishing，2014：279-340. " target="_blank">
[45]	CHE A L，IWATATE T. Shaking table test and numerical simulation of seismic response of subway structures[C]// Seventh International Conference on Structures under Shock and Impact. [S.l.]：[s.n.]，2002：367-376. " target="_blank">
[52]	庄海洋. 土-地下结构非线性动力相互作用及其大型振动台试验研究[博士学位论文][D]. 南京：南京工业大学，2006.(ZHUANG Haiyang. Study on nonlinear dynamic soil-underground structure interaction and its large-size shaking table test[Ph. D. Thesis][D]. Nanjing：Nanjing University of Technology，2006.(in Chinese)) " target="_blank">
[56]	申玉生，高波，王峥峥，等. 高烈度地震区山岭隧道模型试验研究[J]. 现代隧道技术，2008，45(5)：38-43.(SHEN Yusheng，GAO Bo，WANG Zhengzheng，et al. Model test for a road tunnel in the region of high seismic intensity[J]. Modern Tunnelling Technology，2008，45(5)：38-43.(in Chinese)) " target="_blank">
[63]	YANG D，NAESGAARD E，BYRNE P M，et al. Numerical model verification and calibration of George massey tunnel using centrifuge models[J]. Canadian Geotechnical Journal，2004，41(5)：921-942. " target="_blank">
[67]	CAO J，HUANG M S. Centrifuge tests on the seismic behavior of tunnel[C]// 7th International Conference on Physical Modelling in Geotechnics. Zurich，Switzerland：[s.n.]，2010：537-542. " target="_blank">
[11]	LIU H，SONG E. Seismic response of large underground structures in liquefiable soils subjected to horizontal and vertical earthquake excitations[J]. Computers and Geotechnics，2005，32(4)：223-244.
[14]	KONTOGIANNI V A，STIROS S C. Earthquake and seismic faulting：effects on tunnel[J]. Turkish Journal of Earth Sciences，2003，12(1)：153-156. " target="_blank">
[18]	陈永前，王成虎，李开洋. 地震对隧道及地下工程影响简介[C]// 地壳构造与地壳应力文集. [S.l.]：[s.n.]，2014：125-140.(CHEN Yongqian，WANG Chenghu，LI Kaiyang. Introduction to the earthquake impact on the tunnel and underground engineering[C]// Bulletin of the Institute of Crustal Dynamics. [S.l.]：[s.n.]，2014：125-140.(in Chinese)) " target="_blank">
[20]	陈正勋，王泰典，黄灿辉. 山岭隧道受震损害类型与原因之案例研究[J]. 岩石力学与工程学报，2011，30(1)：45-57.(CHEN Chenghsun，WANG Taitien，HUANG Tsanhwei. Case study of earthquake-induced damage patterns of rock tunnel and associated reason[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(1)：45-57.(in Chinese))
[25]	刘祥庆. 地铁地下结构地震反应分析方法与试验研究[博士学位论文][D]. 北京：清华大学，2008.(LIU Xiangqing. Research on analysis method and experimental study of seismic response of underground subway structures[Ph. D. Thesis][D]. Beijing：Tsinghua University，2008.(in Chinese)) " target="_blank">
[27]	ST JOHN C M，ZAHRAH T F. Aseismic design of underground structures[J]. Tunnelling and Underground Space Technology，1987，2(2)：165-197. " target="_blank">
[29]	龚成林. 地铁地下结构抗震设计方法评价与研究[硕士学位论文][D]. 北京：清华大学，2007.(GONG Chenglin. Evaluating and research on seismic design methods of underground subway structures[M. S. Thesis][D]. Beijing：Tsinghua University，2007.(in Chinese)) " target="_blank">
[36]	赵密. 近场波动有限元模拟的应力型时域人工边界条件及其应用[博士学位论文][D]. 北京：北京工业大学，2009.(ZHAO Mi. Stress-type time-domain artificial boundary condition for finite- element simulation of near-field wave motion and its engineering application[Ph. D. Thesis][D]. Beijing：Beijing University of Technology，2009.(in Chinese)) " target="_blank">
[38]	赵武胜，陈卫忠，郑朋强，等. 地下工程数值计算中地震动输入方法选择及实现[J]. 岩石力学与工程学报，2013，32(8)：1 579- 1 587.(ZHAO Wusheng，CHEN Weizhong，ZHENG Pengqiang，et al. Choice and implementation of seismic wave input method in numerical calculation for underground engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(8)：1 579-1 587.(in Chinese)) " target="_blank">
[40]	陈韧韧，张建民. 地铁地下结构横断面简化抗震设计方法对比[J]. 岩土工程学报，2015，37(增1)：134-141.(CHEN Renren，ZHANG Jianmin. Comparison of simplified seismic design methods for cross-section of underground structures of subway[J]. Chinese Journal of Geotechnical Engineering，2015，37(Supp.1)：134-141.(in Chinese)) " target="_blank">
[47]	CHE A L，IWATATE T，GE X R. Study on dynamic response of embedded long span corrugated steel culverts using scaled model shaking table tests and numerical analysis[J]. Journal of Zhejiang University：Science A，2006，7(3)：430-435.
[49]	CHEN G X，CHEN S，QI C，et al. Shaking table tests on a three-arch type subway station structure in a liquefiable soil[J]. Bulletin of Earthquake Engineering，2015，13(6)：1 675-1 701. " target="_blank">
[91]	迟世春，林少书. 结构动力模型试验相似理论及其验证[J]. 世界地震工程，2004，20(4)：11-20.(CHI Shichun，LIN Shaoshu. Validation of similitude laws for dynamic structural model test[J]. World Earthquake Engineering，2004，20(4)：11-20.(in Chinese)) " target="_blank">
[17]	于媛媛. 山岭隧道衬砌结构震害机理研究[博士学位论文][D]. 哈尔滨：中国地震局工程力学研究所，2013.(YU Yuanyuan. Seismic damage mechanism of secondary lining of mountain tunnel[Ph. D. Thesis][D]. Harbin：Institute of Engineering Mechanics，China Earthquake Administration，2013.(in Chinese)) " target="_blank">
[21]	崔光耀，王明年，于丽，等. 汶川地震断层破碎带段隧道结构震害分析及震害机制研究[J]. 土木工程学报，2013，46(11)：122-127.(CUI Guangyao，WANG Mingnian，YU Li，et al. Study on the characteristics and mechanism of seismic damage for tunnel structures on fault rupture zone in Wenchuan seismic disastrous area[J]. China Civil Engineering Journal，2013，46(11)：122-127.(in Chinese)) " target="_blank">
[32]	KIYOMIYA O. Earthquake-resistant design features of immersed tunnels in Japan[J]. Tunnelling and Underground Space Technology，1995，10(4)：463-475. " target="_blank">
[43]	王永志. 振动离心机系统工作原理与初步设计[硕士学位论文][D]. 哈尔滨：中国地震局工程力学研究所，2010.(WANG Yongzhi. Working principle and preliminary design of centrifugal shaker system[M. S. Thesis][D]. Harbin：Institute of Engineering Mechanics，China Earthquake Administration，2010.(in Chinese)) " target="_blank">
[51]	季倩倩. 地铁车站结构振动台模型试验研究[博士学位论文][D]. 上海：同济大学，2002.(JI Qianqian. Shaking table testing on underground subway station structures[Ph. D. Thesis][D]. Shanghai：Tongji University，2002.(in Chinese)) " target="_blank">
[53]	陈国兴，左熹，王志华，等. 地铁车站结构近远场地震反应特性振动台试验[J]. 浙江大学学报：工学版，2010，44(10)：1 955-1 961.(CHEN Guoxing，ZUO Xi，WANG Zhihua，et al. Shaking table model test of subway station structure under far field and near field ground motion[J]. Journal of Zhejiang University：Engineering Science，2010，44(10)：1 955-1 961.(in Chinese)) " target="_blank">
[54]	边金. 地铁地下结构的地震动力响应研究[博士学位论文][D]．北京：北京工业大学，2006．(BIAN Jin. Study on earthquake performance of subway structure[Ph. D. Thesis][D]. Beijing：Beijing University of Technology，2006.(in Chinese)) " target="_blank">
[58]	史晓军，陈隽，李杰. 非一致地震激励地下综合管廊振动台模型试验研究(I)——试验方法[J]. 地震工程与工程振动，2010，30(1)：147-154.(SHI Xiaojun，CHEN Jun，LI Jie. Shaking table test on utility tunnel under non-uniform seismic excitations(I)：Experimental setup[J]. Journal of Earthquake Engineering and Engineering Vibration，2010，30(1)：147-154.(in Chinese)) " target="_blank">
[60]	徐炳伟. 大型复杂结构-桩-土振动台模型试验研究[博士学位论文][D]. 天津：天津大学，2009.(XU Bingwei. Shaking table test studying large-scale soil-pile-complex structure interaction[Ph. D. Thesis][D]. Tianjin：Tianjin University，2009.(in Chinese)) " target="_blank">
[62]	袁俊. 城市轨道交通隔振减振机制及措施研究[博士学位论文][D]. 西安：西安建筑科技大学，2010.(YUAN Jun. Mechanisms and countermeasures of vibration isolation and damping in urban rail transit[Ph. D. Thesis][D]. Xi?an：Xi?an University of Architecture and Technology，2010.(in Chinese)) " target="_blank">
[64]	LEE C J. Centrifuge modeling of the behavior of caisson-type quay walls during earthquakes[J]. Soil Dynamics and Earthquake Engineering，2005，25(2)：117-131. " target="_blank">
[65]	KUTTER B L，CHOU J C，TRAVASAROU T. Centrifuge testing of the seismic performance of a submerged cut-and-cover tunnel in liquefiable soil[C]// Geotechnical Earthquake Engineering and Soil Dynamics IV. ASCE. [S.l.]：[s.n.]，2008：1-29. " target="_blank">
[22]	HASHASH Y M A，HOOK J J，SCHMIDT B，et al. Seismic design and analysis of underground structures[J]. Tunnelling and Underground Space Technology，2001，16(4)：247-293. " target="_blank">
[26]	UENISHI K，SAKURAI S. Characteristic of the vertical seismic waves associated with the 1995 Hyogo-ken Nanbu(Kobe)，Japan earthquake estimated from the failure of the Daikai Underground Station[J]. Earthquake Engineering and Structural Dynamics，2000，29(6)：813-822. " target="_blank">
[28]	王文沛. 浅埋地下结构地震反应分析及设计方法研究[博士学位论文][D]. 北京：北京工业大学, 2012.(WANG Wenpei. Study on seismic analysis and design of shallow underground structures[Ph. D. Thesis][D]. Beijing：Beijing University of Technology，2012.(in Chinese)) " target="_blank">
[31]	郑永来，杨林德，李文艺，等. 地下结构抗震[M]. 上海：同济大学出版社，2005：3-9.(ZHENG Yonglai，YANG Linde，LI Wenyi，et al. Earthquake resistance of underground structures[M]. Shanghai：Tongji University Press，2005：3-9.(in Chinese)) " target="_blank">
[33]	刘晶波，王文晖，张小波，等. 地下结构横断面地震反应分析的反应位移法研究[J]. 岩石力学与工程学报，2013，32(1)：161-167.(LIU Jingbo，WANG Wenhui，ZHANG Xiaobo，et al. Research on response deformation method in seismic analysis of underground structure[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(1)：161-167.(in Chinese))
[35]	刘晶波，刘祥庆，薛颖亮. 地下结构抗震分析与设计的Pushover方法适用性研究[J]. 工程力学，2009，26(1)：49-57.(LIU Jingbo，LIU Xiangqing，XUE Yingliang. Study on applicability of a pushover analysis method for seismic analysis and design of underground structures[J]. Engineering Mechanics，2009，26(1)：49-57.(in Chinese))
[37]	何建涛，马怀发，张伯艳，等. 黏弹性人工边界地震动输入方法及实现[J]. 水利学报. 2010，41(8)：960-969.(HE Jiantao，MA Huaifa，ZHANG Boyan，et al. Method and realization of seismic motion input of viscous-spring boundary[J]. Journal of Hydraulic Engineering，2010，41(8)：960-969.(in Chinese))
[39]	刘璐. 地铁结构地震风险源辨识及抗震计算实用方法研究[硕士学位论文][D]. 北京：北京工业大学，2013.(LIU Lu. Study on the seismic risk source recognition and practical method of seismic analysis for metro structures[M. S. Thesis][D]. Beijing：Beijing University of Technology，2013.(in Chinese)) " target="_blank">
[42]	薛素铎，刘毅，李雄彦. 土-结构动力相互作用研究若干问题综述[J]. 世界地震工程，2013，29(2)：1-9.(XUE Suduo，LIU Yi，LI Xiongyan. Review of some problems about research on soil-structure dynamic interaction[J]. World Earthquake Engineering，2013，29(2)：1-9.(in Chinese))
[44]	IWATATE T，KOBAYASHI Y，KUSU H，et al. Investigation and shaking table tests of subway structures of the Hyogoken-Nanbu earthquake[C]// Proceedings of the 12th World Conference on Earthquake Engineering. New Zealand：New Zealand Society for Earthquake Engineering，2000：1 043-1 051. " target="_blank">
[48]	CHEN G X，WANG Z，ZUO X，et al. Shaking table test on the seismic failure characteristics of a subway station structure on liquefiable ground[J]. Earthquake Engineering and Structural Dynamics，2013，42(10)：1 489-1 507. " target="_blank">
[50]	CHEN G X，CHEN S，ZUO X，et al. Shaking-table tests and numerical simulations on a subway structure in soft soil[J]. Soil Dynamics and Earthquake Engineering，2015，76：13-28. " target="_blank">
[55]	陶连金，王沛霖，边金. 典型地铁车站结构振动台模型试验[J].北京工业大学学报，2006，32(9)：798-801.(TAO Lianjin，WANG Peilin，BIAN Jin. A shaking table test method on the representative subway station structure[J]. Journal of Beijing University of Technology，2006，32(9)：798-801.(in Chinese))
[57]	史晓军，陈隽，李杰. 地下综合管廊大型振动台模型试验研究[J]. 地震工程与工程振动，2008，28(6)：116-123.(SHI Xiaojun，CHEN Jun，LI Jie. Shaking table test of underground utility tunnel[J]. Earthquake Engineering and Engineering Vibration，2008，28(6)：116-123.(in Chinese))
[59]	陈隽，史晓军，李杰. 非一致地震激励地下综合管廊振动台模型试验研究(II)——试验结果[J]. 地震工程与工程振动，2010，30(2)：123-130.(CHEN Jun，SHI Xiaojun，LI Jie. Shaking table test of utility tunnel under non-uniform seismic excitations(II)：Experimental results[J]. Journal of Earthquake Engineering and Engineering Vibration，2010，30(2)：123-130.(in Chinese)) " target="_blank">
[61]	刘晓敏，盛谦，陈健，等. 大型地下洞室群地震模拟振动台试验研究(II)：试验方案设计[J]. 岩土力学，2015，36(6)：1 683-1 690. (LIU Xiaomin，SHENG Qian，CHEN Jian，et al. Seismic shaking table test for large-scale underground cavern group(II)：Test scheme[J]. Rock and Mechanics，2015，36(6)：1 683-1 690.(in Chinese))
[66]	BILOTTA E，LANZANO G，RUSSO G，et al. Seismic analyses of shallow tunnels by dynamic centrifuge tests and finite elements[C]// Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. Alexandria，Egypt：Balkema，2009：474-477. " target="_blank">
[68]	CILINGIR U，MADABHUSHI S P G. A model study on the effects of input motion on the seismic behaviour of tunnels[J]. Soil Dynamics and Earthquake Engineering，2011，31(3)：452-462.
[70]	CHOU J C，KUTTER B L，TRAVASAROU T，et al. Centrifuge modeling of seismically induced uplift for the BART Transbay Tube[J]. Journal of Geotechnical and Geoenvironmental Engineering，2010，137(8)：754-765. " target="_blank">
[72]	TOBITA T，KANG G C，IAI S. Centrifuge modeling on manhole uplift in a liquefied trench[J]. Soils and Foundations，2011，51(6)：1 091-1 102. " target="_blank">
[74]	CHEN Z Y，SHEN H. Dynamic centrifuge tests on isolation mechanism of tunnels subjected to seismic shaking[J]. Tunnelling and Underground Space Technology，2014，42：67-77. " target="_blank">
[77]	韩超. 强震作用下圆形隧道响应及设计方法研究[博士学位论文][D]. 杭州：浙江大学，2011.(HAN Chao. Study on the response and design method of circular tunnel under severe earthquakes[Ph. D. Thesis][D]. Hangzhou：Zhejiang University，2011.(in Chinese)) " target="_blank">
[79]	凌道盛，郭恒，蔡武军，等. 地铁车站地震破坏离心机振动台模型试验研究[J]. 浙江大学学报：工学版，2012，46(12)：2 201-2 209.(LING Daosheng，GUO Heng，CAI Wujun，et al. Research on seismic damage of metro station with centrifuge shaking table model test[J]. Journal of Zhejiang University：Engineering Science，2012，46(12)：2 201-2 209.(in Chinese))
[81]	楼梦麟，王文剑，朱彤，等. 土-结构体系振动台模型试验中的土层边界影响问题[J]. 地震工程与工程振动，2000，20(4)：30-36.(LOU Menglin，WANG Wenjian，ZHU Tong，et al. Soil lateral boundary effect in shaking fable model test of soil-structure system[J]. Earthquake Engineering and Engineering Vibration，2000，20(4)：30-36.(in Chinese))
[69]	CILINGIR U，MADABHUSHI S P G. Effect of depth on the seismic response of square tunnels[J]. Soils and Foundations，2011，51(3)：449-457.
[73]	KANG G，TOBITA T，IAI S，et al. Centrifuge modeling and mitigation of manhole uplift due to liquefaction[J]. Journal of Geotechnical and Geoenvironmental Engineering，ASCE，2013，139(3)：458-469. " target="_blank">
[75]	刘光磊，宋二祥，刘华北，等. 饱和砂土地层中隧道结构动力离心模型试验[J]. 岩土力学，2008，29(8)：2 070-2 076.(LIU Guanglei，SONG Erxiang，LIU Huabei，et al. Dynamic centrifuge tests on seismic response of tunnel in saturated sandy foundation[J]. Rock and Soil Mechanics，2008，29(8)：2 070-2 076.(in Chinese))
[84]	伍小平，孙利民，胡世德，等. 振动台试验用层状剪切变形土箱的研制[J]. 同济大学学报，2002，30(7)：781-785.(WU Xiaoping，SUN Limin，HU Shide，et al. Development of laminar shear box used in shaking table test[J]. Journal of Tongji University，2002，30(7)：781-785.(in Chinese))
[86]	刘光磊. 饱和地基中地铁地下结构地震反应机制研究[博士学位论文][D]. 北京：清华大学，2007.(LIU Guanglei. Research on the seismic response mechanism of underground subway structures in saturated soil[Ph. D. Thesis][D]. Beijing：Tsinghua University，2007.(in Chinese)) " target="_blank">
[90]	李霞，许成顺，杜修力. 悬挂式层状多向剪切变形模型箱的研制[J]. 地震工程与工程振动，2016，36(1)：118-126.(LI Xia，XU Chengshun，DU Xiuli. Development of suspension laminar multidirectional shear box[J]. Earthquake Engineering and Engineering Dynamics，2016，36(1)：118-126.(in Chinese))
[92]	KIM N S，LEE J H，CHANG S P. Equivalent multi-phase similitude law for pseudodynamic test on small scale reinforced concrete models[J]. Engineering Structures，2009，31(4)：834-846.
[95]	MEYMAND P J. Shaking table scale model tests of nonlinear soil-pile-superstructure interaction in soft clay[Ph. D. Thesis][D]. Berkeley：University of California，1998. " target="_blank">
[97]	CILINGIR U，MADABHUSHI S P G. A model study on the effects of input motion on the seismic behaviour of tunnels[J]. Soil Dynamics and Earthquake Engineering，2011，31(3)：452-462.
[101]	GUAN M S，HAN D J，DU H B，et al. A new seismic performance index for reinforced concrete frame structures[J]. Shenzhen University Science and Engineering Edition，2011，28(3)：200-206. " target="_blank">
[103]	SATO T，SUZUKI K. Proposal on story drift limit based on axial behavior of column under seismic loads[C]// Composite Construction in Steel and Concrete II. ASCE. [S.l.]：[s.n.]，2015：710-725. " target="_blank">
[106]	顾丽江，张冬梅. 盾构隧道结构受力及变形评价指标研究[C]// 第八届全国土木工程研究生学生论坛. 杭州：[s.n.]，2010：922-927.(GU Lijiang，ZHANG Dongmei. Performance-based evaluation index of shield tunnel[C]// The 8th National Civil Engineering Forum for Graduate Students. Hangzhou：[s.n.]，2010：922-927.(in Chinese)) " target="_blank">
[108]	王文晖. 地下结构实用抗震分析方法及性能指标研究[博士学位论文][D]. 北京：清华大学，2013.(WANG Wenhui. Research on practical seismic analysis methods and performance index of underground structures[Ph. D. Thesis][D]. Beijing：Tsinghua University，2013.(in Chinese)) " target="_blank">
[71]	CHIAN S C，MADABHUSHI S P G. Effect of buried depth and diameter on uplift of underground structures in liquefied soils[J]. Soil Dynamics and Earthquake Engineering，2012，41：181-190. " target="_blank">
[82]	MOTAMED R，TOWHATA I. Shaking table model tests on pile groups behind quay walls subjected to lateral spreading[J]. Journal of Geotechnical and Geoenvironmental Engineering，2010，136(3)：477-489. " target="_blank">
[93]	BOURNAS D A，NEGRO P，MOLINA F J. Pseudodynamic tests on a full-scale 3-storey precast concrete building：Behavior of the mechanical connections and floor diaphragms[J]. Engineering Structures，2013，57：609-627. " target="_blank">
[104]	中华人民共和国国家标准编写组. GB50909—2014城市轨道交通结构抗震设计规范[S]. 北京：中国计划出版社，2014.(The National Standards Compilation Group of People?s Republic of China. GB50909—2014 Code for seismic design of urban rail transit structures[S]. Beijing：China Planning Press，2014.(in Chinese)) " target="_blank">
[112]	HARIRI-ARDEBILI M A，FURGANI L，MEGHELLA M，et al. A new class of seismic damage and performance indices for arch dams via ETA method[J]. Engineering Structures，2016，110：145-160. " target="_blank">
[76]	刘晶波，刘祥庆，王宗纲. 地基-地下结构系统动力离心模型试验相似设计方法研究[J]. 后勤工程学院学报，2008，24(3)：1-6.(LIU Jingbo，LIU Xiangqing，WANG Zonggang. Study on similitude theory of dynamic soil-structure interaction test on shaking table system for geotechnical centrifuge[J]. Journal of Logistical Engineering University，2008，24(3)：1-6.(in Chinese))
[78]	HAN C，ZHOU Y G，CHEN Y M. Numerical simulation of centrifuge-shaking table test on saturated sand[C]// E-Product E-Service and E-Entertainment(ICEEE)，2010 International Conference on IEEE. [S.l.]：[s.n.]，2010：1-4. " target="_blank">
[80]	袁勇，黄伟东，禹海涛. 地下结构振动台试验模型箱应用现状[J]. 结构工程师，2014，29(1)：38-45.(YUAN Yong, HUANG Weidong, YU Haitao. Status of model container applications in shaking table test for underground structures[J]. Structural Engineers，2014，29(1)：38-45.(in Chinese))
[85]	CHE A L，TAKAHIRO I，GE X R. Study on dynamic response of embedded long span corrugated steel culverts using scaled model shaking table tests and numerical analyses[J]. Journal of Zhejiang University：Science A，2006，7(3)：430-435.
[87]	史晓军. 非一致地震激励地下综合管廊大型振动台试验研究[博士学位论文][D]. 上海：同济大学，2008.(SHI Xiaojun. Shaking table test of utility tunnel under non-uniform seismic excitations[Ph. D. Thesis][D]. Shanghai：Tongji University，2008.(in Chinese)) " target="_blank">
[89]	杜修力，李霞，陈国兴，等. 悬挂式层状多向剪切模型箱的设计分析及试验验证[J]. 岩土工程学报，2012，34(3)：424-432.(DU Xiuli，LI Xia，CHEN Guoxing，et al. Design and test verification of suspension multidirectional laminar shear model box[J]. Chinese Journal of Geotechnical Engineering，2012，34(3)：424-432.(in Chinese))
[96]	IAI S，TOBITA T，NAKAHARA T. Generalised scaling relations for dynamic centrifuge tests[J]. Geotechnique，2005，55(5)：355-362. " target="_blank">
[98]	叶涛萍. 振动台试验结构模型若干相似问题研究[硕士学位论文][D]. 邯郸：河北工程大学，2013.(YE Taoping. The studying of some similar problems in shaking table test structure model[M. S. Thesis][D]. Handan：Hebei University of Engineering，2013.(in Chinese)) " target="_blank">
[102]	WANG Q W，SHI Q X，WANG P. Theoretical analysis research on story drift limit for steel reinforced concrete composite structures[J]. Applied Mechanics and Materials，2013，275：1 123-1 126. " target="_blank">
[107]	王国波，谢伟平，孙明，等. 地下框架结构抗震性能评价方法的研究[J]. 岩土工程学报，2011，33(4)：593-598.(WANG Guobo，XIE Weiping，SUN Ming，et al. Evaluation method for seismic behaviors of underground frame structures[J]. Chinese Journal of Geotechnical Engineering，2011，33(4)：593-598.(in Chinese))
[109]	董正方，王君杰，姚毅超. 城市轨道交通矩形地下结构层间位移角研究[J]. 地下空间与工程学报，2014，10(增2)：1 848-1 852. (DONG Zhengfang，WANG Junjie，YAO Yichao. Research on story drift angle of urban mass transit rectangular underground structures[J]. Chinese Journal of Underground Space and Engineering，2014，10(Supp.2)：1 848-1 852.(in Chinese))
[111]	管民生. 基于性能的钢筋混凝土框架结构抗震性能评价方法与应用研究[博士学位论文][D]. 广州：华南理工大学，2011.(GUAN Minsheng. A research on seismic performance assessment method and application to performance-based design of reinforced concrete buildings[Ph. D. Thesis][D]. Guangzhou：South China University of Technology，2011.(in Chinese)) " target="_blank">
[83]	陈跃庆，吕西林，李培振，等. 分层土-基础-高层框架结构相互作用体系振动台模型试验研究[J]. 地震工程与工程振动，2001，21(3)：104-112.(CHEN Yueqing，LU Xilin，LI Peizhen，et al. Shaking table testing for layered soil-foundation-structure interaction system[J]. Earthquake Engineering and Engineering Vibration，2001，21(3)：104-112.(in Chinese))
[88]	陈国兴，王志华，左熹，等. 振动台试验叠层剪切型土箱的研制[J]. 岩土工程学报，2010，32(1)：89-97.(CHEN Guoxing，WANG Zhihua，ZUO Xi，et al. Development of laminar shear soil container for shaking table tests[J]. Chinese Journal of Geotechnical Engineering，2010，32(1)：89-97.(in Chinese))
[105]	中华人民共和国行业标准编写组. DG/TJ08-2064-2009地下铁道建筑结构抗震设计规范[S]. 上海：上海市城乡建设和交通委员会文件，2009.(The Professional Standards Compilation Group of People?s Republic of China. DG/TJ08-2064-2009 Code for seismic design of subway structures[S]. Shanghai：Shanghai Urban and Rural Construction and Transportation Committee Documents，2009.(in Chinese)) " target="_blank">
[110]	ALHADDAD M S，WAZIRA K M，AL-SALLOUM Y A，et al. Ductility damage indices based on seismic performance of RC frames[J]. Soil Dynamics and Earthquake Engineering，2015，77：226-237. " target="_blank">