地下结构抗震与减隔震研究进展与展望

庄海洋; 唐柏赞; 余冰雁; 许紫刚; 张季; 周珍伟

doi:10.11899/zzfy20230101

地下结构抗震与减隔震研究进展与展望

doi: 10.11899/zzfy20230101

庄海洋^{1, 2,},
唐柏赞^1, ,,
余冰雁¹,
许紫刚¹,
张季¹,
周珍伟¹

1.
华东交通大学，土木建筑学院, 南昌 330013
2.
南京工业大学，岩土工程研究所, 南京 210019

基金项目: 国家自然科学基金（51978333）；江西省自然科学基金（20224BAB204073）

详细信息

作者简介:
庄海洋，男，生于1978年。博士，教授。主要从事岩土地震工程方面的研究。E-mail：zhuang7802@126.com

通讯作者:
唐柏赞，男，生于1989年。博士，副教授。主要从事地下结构抗震减震方面的研究。E-mail：tangbaizan@163.com

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出版历程
- 收稿日期: 2023-01-05
- 刊出日期: 2023-03-31

Review and Prospect of Earthquake Resistance and Seismic Isolation of Underground Structures

1.
School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, China
2.
Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210019, China

摘要

摘要: 为进一步了解国内外关于地下结构抗震与减隔震的研究现状，首先，基于CiteSpace软件对文献展开量化分析，明确该领域研究历史发展脉络和进展；然后，对地下结构地震反应分析涉及的原型观测、理论分析、模型试验、数值模拟进行阐述，并综合分析不同研究方法的优缺点与适用情况；最后，从地下结构抗震与减隔震方面，总结国内外关于减轻强震区地下结构震害技术措施的研究成果，并对城市地下结构抗震韧性提升及未来需开展的研究工作进行展望。
- 地下结构 /
- 地震反应 /
- 抗震韧性 /
- 减隔震措施 /
- 分析方法
Abstract: To further understand the research status of earthquake resistance and seismic isolation of underground structures at home and abroad, this paper first carries out a quantitative analysis of literature based on CiteSpace software, and clarifies the historical development and research progress of this field. Secondly, the prototype observation, theoretical analysis, model test and numerical simulation involved in seismic response analysis of underground structures are described., the advantages and disadvantages and applicability of various research methods are comprehensively analyzed. Meanwhile, for the field of earthquake resistance and seismic isolation of underground structures, the research results of technical measures to reduce the earthquake damage of underground structures in strong earthquake areas are summarized. Finally, the improvement of earthquake resilience of urban underground structures and urgent future research work are prospected.
- Underground structure /
- Seismic response /
- Earthquake resilience /
- Seismic isolation measures /
- Analysis method

HTML全文

图 1 地下结构抗震研究年度论文发表量

Figure 1. Number of annual papers published on earthquake resistance of underground structures

下载: 全尺寸图片幻灯片

图 2 地下结构减隔震研究年度论文发表量

Figure 2. Number of annual papers published on seismic isolation of underground structures

下载: 全尺寸图片幻灯片

参考文献(95)

白广斌, 赵杰, 汪宇, 2012. 地下结构工程抗震分析方法综述. 防灾减灾学报, 28（1）: 20—26

Bai G. B. , Zhao J. , Wang Y. , 2012. Review of methods for antiseismic research of underground engineering. Journal of Disaster Prevention and Reduction, 28(1): 20—26. (in Chinese)

蔡丽雯, 黄勇, 何静等, 2022.2022年青海门源6.9级地震交通系统震害与启示. 地震工程与工程振动, 42（4）: 8—16

Cai L. W. , Huang Y. , He J. , et al. , 2022. Earthquake damage and enlightenment from traffic system in 2022 Qinghai Menyuan M_s6.9 earthquake. Earthquake Engineering and Engineering Dynamics, 42(4): 8—16. (in Chinese)

陈庆, 郑颖人, 陈剑杰, 2013. 花岗岩隧道地震响应机理及减震技术探析. 振动与冲击, 32（10）: 149—156

Chen Q. , Zheng Y. R. , Chen J. J. , 2013. Analysis of seismic responses of granite tunnel under earthquake effect and related aseismic measures. Journal of Vibration and Shock, 32(10): 149—156. (in Chinese)

陈之毅, 谈忠傲, 楼梦麟, 2016. 地下结构抗震设计方法整体强制反应位移法. 同济大学学报（自然科学版）, 44（8）: 1145—1152

Chen Z. Y. , Tan Z. A. , Lou M. L. , 2016. Integral forced displacement method for seismic design of underground structures. Journal of Tongji University (Natural Science), 44(8): 1145—1152. (in Chinese)

陈之毅, 刘文博, 陈炜, 2020. 多层地铁车站结构性能试验研究. 同济大学学报（自然科学版）, 48（6）: 811—820

Chen Z. Y. , Liu W. B. , Chen W. , 2020. Performance experiment of a multi-story subway station. Journal of Tongji University (Natural Science), 48(6): 811—820. (in Chinese)

崔光耀, 伍修刚, 王明年等, 2017. 汶川8.0级大地震公路隧道震害调查与震害特征. 现代隧道技术, 54（2）: 9—16

Cui G. Y. , Wu X. G. , Wang M. N. , et al. , 2017. Earthquake damages and characteristics of highway tunnels in the 8.0-magnitude Wenchuan earthquake. Modern Tunnelling Technology, 54(2): 9—16. (in Chinese)

杜修力, 刘洪涛, 路德春等, 2017. 装配整体式地铁车站侧墙底节点抗震性能研究. 土木工程学报, 50（4）: 38—47

Du X. L. , Liu H. T. , Lu D. C. , et al. , 2017. Study on seismic performance of sidewall joints in assembled monolithic subway station. China Civil Engineering Journal, 50(4): 38—47. (in Chinese)

杜修力, 李洋, 许成顺等, 2018 a. 1995年日本阪神地震大开地铁车站震害原因及成灾机理分析研究进展. 岩土工程学报, 40（2）: 223—236

Du X. L. , Li Y. , Xu C. S. , et al. , 2018 a. Review on damage causes and disaster mechanism of Daikai subway station during 1995 Osaka-Kobe Earthquake. Chinese Journal of Geotechnical Engineering, 40(2): 223—236. (in Chinese)

杜修力, 刘洪涛, 许成顺等, 2018 b. 不同轴压比下装配整体式地铁车站拼装柱抗震性能试验研究. 建筑结构学报, 39（11）: 11—19

Du X. L. , Liu H. T. , Xu C. S. , et al. , 2018 b. Experimental study on seismic performance of precast column in assembled monolithic subway station under different axial compression ratio. Journal of Building Structures, 39(11): 11—19. (in Chinese)

杜修力, 刘洪涛, 许成顺等, 2019 a. 装配整体式地铁车站纵断面方向梁板柱中节点抗震性能研究. 建筑结构学报, 40（9）: 95—103

Du X. L. , Liu H. T. , Xu C. S. , et al. , 2019 a. Study on seismic performance of beam-column-slab interior joints in longitudinal section of assembled monolithic subway station. Journal of Building Structures, 40(9): 95—103. (in Chinese)

杜修力, 刘洪涛, 许成顺等, 2019b-09-27. 一种自复位装配式地铁车站柔性抗震结构: 中国, 106351494B.

杜修力, 许紫刚, 许成顺等, 2019 c. 摩擦摆支座在地下地铁车站结构中的减震效果研究. 工程力学, 36（9）: 60—67, 88

Du X. L. , Xu Z. G. , Xu C. S. , et al. , 2019 c. Seismic mitigation effect analysis on friction pendulum bearing applied in the underground subway station. Engineering Mechanics, 36(9): 60—67, 88. (in Chinese)

杜修力, 阴孟莎, 刘洪涛等, 2019 d. 柱脚可更换的地下结构抗震截断柱技术性能分析. 震灾防御技术, 14（3）: 524—534

Du X. L. , Yin M. S. , Liu H. T. , et al. , 2019 d. Analysis of technical performance of underground structure seismic truncated columns with replaceable column foot. Technology for Earthquake Disaster Prevention, 14(3): 524—534. (in Chinese)

杜修力, 刘迪, 许成顺等, 2021. 橡胶支座在浅埋地下框架结构中的减震效果研究. 岩土工程学报, 43（10）: 1761—1770

Du X. L. , Liu D. , Xu C. S. , et al. , 2021. Seismic mitigation effect of shallow-covered underground frame station with rubber bearings. Chinese Journal of Geotechnical Engineering, 43(10): 1761—1770. (in Chinese)

付继赛, 庄海洋, 王旭等, 2018. 地下连续墙连接方式对地铁车站结构地震反应的影响研究. 自然灾害学报, 27（6）: 42—50

Fu J. S. , Zhuang H. Y. , Wang X. , et al. , 2018. Influence of diaphragm wall connection mode on earthquake response of subway station structure. Journal of Natural Disasters, 27(6): 42—50. (in Chinese)

傅游, 王浩蓉, 2020. 基于Web of Science的国际区块链技术文献计量分析. 图书情报导刊, 5（12）: 67—75

Fu Y. , Wang H. R. , 2020. Bibliometric analysis on international blockchain technology based on Web of Science. Journal of Library and Information Science, 5(12): 67—75. (in Chinese)

高峰, 石玉成, 严松宏等, 2005. 隧道的两种减震措施研究. 岩石力学与工程学报, 24（2）: 222—229

Gao F. , Shi Y. C. , Yan S. H. , et al. , 2005. Study of two shock absorption measures in tunnel. Chinese Journal of Rock Mechanics and Engineering, 24(2): 222—229. (in Chinese)

耿萍, 何川, 晏启祥, 2013. 隧道结构抗震分析方法现状与进展. 土木工程学报, 46（S1）: 262—268

Geng P. , He C. , Yan Q. X. , 2013. The current situation and prospect of seismic analysis methods for tunnel structure. China Civil Engineering Journal, 46(S1): 262—268. (in Chinese)

韩俊艳, 郭之科, 李满君等, 2021. 纵向非一致激励下非均匀场地中埋地管道的振动台试验研究. 岩土工程学报, 43（6）: 1147—1156

Han J. Y. , Guo Z. K. , Li M. J. , et al. , 2021. Shaking table tests on buried pipelines in inhomogeneous soil under longitudinal non-uniform seismic excitation. Chinese Journal of Geotechnical Engineering, 43(6): 1147—1156. (in Chinese)

侯剑华, 胡志刚, 2013. CiteSpace软件应用研究的回顾与展望. 现代情报, 33（4）: 99—103

Hou J. H. , Hu Z. G. , 2013. Review on the application of CiteSpace at home and abroad. Journal of Modern Information, 33(4): 99—103. (in Chinese)

黄胜, 陈卫忠, 杨建平等, 2009. 地下工程地震动力响应及抗震研究. 岩石力学与工程学报, 28（3）: 483—490

Huang S. , Chen W. Z. , Yang J. P. , et al. , 2009. Research on earthquake-induced dynamic responses and aseismic measures for underground engineering. Chinese Journal of Rock Mechanics and Engineering, 28(3): 483—490. (in Chinese)

黄胜, 2010. 高烈度地震下隧道破坏机制及抗震研究. 武汉: 中国科学院研究生院（武汉岩土力学研究所）.

Huang S., 2010. Research on failure mechanism and aseismic measures for underground engineering under high intensity earthquake. Wuhan: Wuhan Institute of Rock & Soil Mechanics Chinese Academy of Sciences, P. R. China. (in Chinese)

孔令俊, 2014. 大型钢筋混凝土箱涵结构拟静力试验与数值分析. 西安: 西安建筑科技大学.

Kong L. J. , 2014. Pseudo-static test and numerical analysis of large reinforced concrete box culvert. Xi'an: Xi'an University of Architecture and Technology. (in Chinese)

李亮, 杨晓慧, 杜修力, 2014. 地下结构地震反应计算的改进的反应位移法. 岩土工程学报, 36（7）: 1360—1364

Li L. , Yang X. H. , Du X. L. , 2014. Improved response displacement method for evaluating seismic responses of underground structures. Chinese Journal of Geotechnical Engineering, 36(7): 1360—1364. (in Chinese)

李晟, 庄海洋, 王伟等, 2021. 采用不同中柱的单层地铁地下车站结构抗震性能对比研究. 岩土工程学报, 43（10）: 1905—1914

Li S. , Zhuang H. Y. , Wang W. , et al. , 2021. Seismic performance of single-story subway station structures with different types of intermediate columns. Chinese Journal of Geotechnical Engineering, 43(10): 1905—1914. (in Chinese)

李育枢, 2006. 山岭隧道地震动力响应及减震措施研究−以国道318线黄草坪隧道为例. 上海: 同济大学.

Li Y. S., 2006. Study on earthquake responses and vibration-absorption measures for mountain tunnel−A case study of Huangcaoping tunnel on No. 318 national highway. Shanghai: Tongji University. (in Chinese)

林刚, 罗世培, 倪娟, 2009. 地铁结构地震破坏及处理措施. 现代隧道技术, 46（4）: 36—41, 47

Lin G. , Luo S. P. , Ni J. , 2009. Damages of metro structures due to earthquake and corresponding treatment measures. Modern Tunnelling Technology, 46(4): 36—41, 47. (in Chinese)

林皋, 1990 a. 地下结构抗震分析综述（上）. 世界地震工程, （2）: 1—10.

林皋, 1990 b. 地下结构抗震分析综述（下）. 世界地震工程, （3）: 1—10, 42.

刘晶波, 李彬, 谷音, 2005. 地铁盾构隧道地震反应分析. 清华大学学报（自然科学版）, 45（6）: 757—760

Liu J. B. , Li B. , Gu Y. , 2005. Seismic response analysis of shielded subway tunnels. Journal of Tsinghua University (Science and Technology), 45(6): 757—760. (in Chinese)

刘晶波, 王文晖, 赵冬冬, 2013. 地下结构横截面地震反应拟静力计算方法对比研究. 工程力学, 30（1）: 105—111

Liu J. B. , Wang W. H. , Zhao D. D. , 2013. Comparison of the pseudo-static methods for seismic analysis of the underground structures. Engineering Mechanics, 30(1): 105—111. (in Chinese)

刘晶波, 王东洋, 谭辉等, 2019. 隧道纵向地震反应分析的反应位移法对比. 振动与冲击, 38（21）: 104—111, 132

Liu J. B. , Wang D. Y. , Tan H. , et al. , 2019. Response displacement methods for longitudinal seismic response analysis of tunnel structures. Journal of Vibration and Shock, 38(21): 104—111, 132. (in Chinese)

刘如山, 胡少卿, 石宏彬, 2007. 地下结构抗震计算中拟静力法的地震荷载施加方法研究. 岩土工程学报, 29（2）: 237—242

Liu R. S. , Hu S. Q. , Shi H. B. , 2007. Study on seismic loading of pseudo-static approach used in the seismic design of underground structure. Chinese Journal of Geotechnical Engineering, 29(2): 237—242. (in Chinese)

卢大伟, 李小军, 2010. 中国大陆强震动观测发展研究. 国际地震动态, （10）: 35—42

Lu D. W. , Li X. J. , 2010. Study on development of strong motion observation in China. Recent Developments in World Seismology, (10): 35—42. (in Chinese)

马超, 王作虎, 路德春等, 2020. CFRP加固地铁车站结构中柱地震损伤评价研究. 岩土工程学报, 42（12）: 2249—2256

Ma C. , Wang Z. H. , Lu D. C. , et al. , 2020. Seismic damage evaluation of CFRP-strengthened columns in subway stations. Chinese Journal of Geotechnical Engineering, 42(12): 2249—2256. (in Chinese)

倪茜, 卫林斌, 2018. 减震层作用下地铁车站结构的三维减震分析. 西安科技大学学报, 38（3）: 459—465

Ni Q. , Wei L. B. , 2018. Three-dimensional shock absorption analysis of metro station structure based on seismic layer. Journal of Xi’an University of Science and Technology, 38(3): 459—465. (in Chinese)

孙铁成, 高波, 叶朝良, 2007. 地下结构抗震减震措施与研究方法探讨. 现代隧道技术, 44（3）: 1—5, 10

Sun T. C. , Gao B. , Ye Z. L. , 2007. Discussion on anti-seismic and seismic-relieving measures and corresponding research methods for underground structures. Modern Tunnelling Technology, 44(3): 1—5, 10. (in Chinese)

陶连金, 李卓遥, 安军海等, 2018. 地铁车站工程应用叠层橡胶支座隔震效果的研究. 公路, 63（7）: 328—333

Tao L. J. , Li Z. Y. , An J. H. , et al. , 2018. Study of isolation effect for laminated rubber bearing applied in the metro station engineering. Highway, 63(7): 328—333. (in Chinese)

王雪剑, 庄海洋, 陈国兴等, 2017. 地下连续墙对叠合墙式地铁车站结构地震反应的影响研究. 岩土工程学报, 39（8）: 1435—1443

Wang X. J. , Zhuang H. Y. , Chen G. X. , et al. , 2017. Effect of diaphragm wall on earthquake responses of an underground subway station. Chinese Journal of Geotechnical Engineering, 39(8): 1435—1443. (in Chinese)

许成顺, 许紫刚, 杜修力等, 2017. 地下结构抗震简化分析方法比较研究. 地震工程与工程振动, 37（2）: 65—80

Xu C. S. , Xu Z. G. , Du X. L. , et al. , 2017. Comparative study of simplified methods for seismic analysis of underground structure. Earthquake Engineering and Engineering Dynamics, 37(2): 65—80. (in Chinese)

许成顺, 汪洋筱珊, 杜修力等, 2021. 分体柱在地下车站结构中的减震效果研究. 岩土工程学报, 43（4）: 624—633

Xu C. S. , Wang Y. X. S. , Du X. L. , et al. , 2021. Seismic mitigation effects of split columns in underground station structures. Chinese Journal of Geotechnical Engineering, 43(4): 624—633. (in Chinese)

徐琨鹏, 2019. 地下结构拟静力抗震分析方法及推覆试验研究. 哈尔滨: 中国地震局工程力学研究所.

Xu K. P., 2019. Study on Pseudo-static Seismic analysis method of underground structures and pushover test. Harbin: Institute of Engineering Mechanics, China Earthquake Administration. (in Chinese)

闫冠宇, 许成顺, 张梓鸿等, 2022. 考虑水平-竖向地震作用效应的地下结构离心机振动台试验方法适用性研究. 建筑结构学报, doi: 10.14006/j. jzjgxb. 2022.0397.

Yan G. Y., Xu C. S., Zhang Z. H., et al., 2022. Study on applicability of centrifuge shaking table test method for underground structure considering horizontal-vertical seismic effects. Journal of Building Structures, doi: 10.14006/j.jzjgxb.2022.0397. (in Chinese)

杨林德, 季倩倩, 郑永来等, 2003. 软土地铁车站结构的振动台模型试验. 现代隧道技术, 40（1）: 7—11

Yang L. D. , Ji Q. Q. , Zheng Y. L. , et al. , 2003. Shaking table test on metro station structures in soft soil. Modern Tunnelling Technology, 40(1): 7—11. (in Chinese)

袁勇, 陈之毅, 2014. 城市地下空间抗震与安全. 上海: 同济大学出版社.

岳粹洲, 郑永来, 2015. 埋深对地下结构地震反应特点的影响研究. 长江科学院院报, 32（11）: 78—81

Yue C. Z. , Zheng Y. L. , 2015. Research of the influence of embedded depth on seismic response of underground structure. Journal of Yangtze River Scientific Research Institute, 32(11): 78—81. (in Chinese)

卓越, 李治国, 高广义, 2021. 隧道注浆技术的发展现状与展望. 隧道建设（中英文）, 41（11）: 1953—1963

Zhuo Y. , Li Z. G. , Gao G. Y. , 2021. Development status and prospect of tunnel grouting technology. Tunnel Construction, 41(11): 1953—1963. (in Chinese)

邹炎, 2015. 地下结构地震反应规律和抗震设计方法研究. 哈尔滨: 中国地震局工程力学研究所.

Zou Y., 2015. Study on seismic response laws and seismic design methods of underground structures. Harbin: Institute of Engineering Mechanics, China Earthquake Administration. (in Chinese)

川岛一彦, 1994. 地下构筑物の耐震设计.

川西智浩, 清野純史, 井澤淳, 2014. 開削トンネルの破壊箇所と耐力の関係把握のための静的載荷実験. 第33回地震工学研宄凳表会講論文集, 70（4）: 1734-1741.

Kawanishi T., Kiyono J., Izawa J., 2014. Static loading tests of cut and cover tunnel to grasp a relationship between a process of failure and strength. Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), 70(4): 1734—1741(in Japanese)

Adalier K. , Abdoun T. , Dobry R. , et al. , 2003. Centrifuge modelling for seismic retrofit design of an immersed tube tunnel. International Journal of Physical Modelling in Geotechnics, 3(2): 23—35. doi: 10.1680/ijpmg.2003.030203

Al-Kheetan M. J. , Ghaffar S. H. , Madyan O. A. , et al. , 2020. Development of low absorption and high-resistant sodium acetate concrete for severe environmental conditions. Construction and Building Materials, 230: 117057. doi: 10.1016/j.conbuildmat.2019.117057

An X. H. , Shawky A. A. , Maekawa K. , 1997. The collapse mechanism of a subway station during the great Hanshin earthquake. Cement and Concrete Composites, 19(3): 241—257. doi: 10.1016/S0958-9465(97)00014-0

Azadi M. , Hosseini S. M. M. M. , 2010. Analyses of the effect of seismic behavior of shallow tunnels in liquefiable grounds. Tunnelling and Underground Space Technology, 25(5): 543—552. doi: 10.1016/j.tust.2010.03.003

Cattoni E. , Tamagnini C. , 2020. On the seismic response of a propped r. c. diaphragm wall in a saturated clay. Acta Geotechnica, 15(4): 847—865.

Chen G. X. , Wang Z. H. , Zuo X. , et al. , 2013. Shaking table test on the seismic failure characteristics of a subway station structure on liquefiable ground. Earthquake Engineering & Structural Dynamics, 42(10): 1489—1507.

Chen G. X. , Chen S. , Qi C. Z. , et al. , 2015 a. Shaking table tests on a three-arch type subway station structure in a liquefiable soil. Bulletin of Earthquake Engineering, 13(6): 1675—1701. doi: 10.1007/s10518-014-9675-0

Chen G. X. , Chen S. , Zuo X. , et al. , 2015 b. Shaking-table tests and numerical simulations on a subway structure in soft soil. Soil Dynamics and Earthquake Engineering, 76: 13—28. doi: 10.1016/j.soildyn.2014.12.012

Chen J. T. , Yuan Y. , Yu H. T. , 2019 a. Dynamic response of segmental lining tunnel. Geotechnical Testing Journal, 43(3): 660—682.

Chen S. , Zhuang H. Y. , Quan D. Z. , et al. , 2019 b. Shaking table test on the seismic response of large-scale subway station in a loess site: a case study. Soil Dynamics and Earthquake Engineering, 123: 173—184. doi: 10.1016/j.soildyn.2019.04.023

Chen Z. Y. , Chen W. , Bian G. Q. , 2014. Seismic performance upgrading for underground structures by introducing shear panel dampers. Advances in Structural Engineering, 17(9): 1343—1357. doi: 10.1260/1369-4332.17.9.1343

Chen Z. Y. , Zhou Y. , 2019 c. Seismic performance of framed underground structures with self-centering energy-dissipation column base. Advances in Structural Engineering, 22(13): 2809—2822. doi: 10.1177/1369433219852043

Dabiri R. , Notash N. H. , 2020. Evaluation of geofoam effects on seismic response in cantilever retaining wall. Geotechnical and Geological Engineering, 38(2): 2097—2116. doi: 10.1007/s10706-019-01151-1

Huh J. , Tran Q. H. , Haldar A. , et al. , 2017. Seismic vulnerability assessment of a shallow two-story underground RC box structure. Applied Sciences, 7(7): 735. doi: 10.3390/app7070735

Huo H. , Bobet A. , Fernández G. , et al. , 2006. Analytical solution for deep rectangular structures subjected to far-field shear stresses. Tunnelling and Underground Space Technology, 21(6): 613—625. doi: 10.1016/j.tust.2005.12.135

Hushmand A. , Dashti S. , Davis C. , et al. , 2016. A centrifuge study of the influence of site response, relative stiffness, and kinematic constraints on the seismic performance of buried reservoir structures. Soil Dynamics and Earthquake Engineering, 88: 427—438. doi: 10.1016/j.soildyn.2016.06.011

Iwatate T., Kobayashi Y., Kusu H., et al., 2000. Investigation and shaking table tests of subway structures of the Hyogoken-Nanbu earthquake. In: Proceedings of the 12 th World conference on Earthquake Engineering. Auckland: New Zealand Society for Earthquake Engineering Upper Hutt, 1043—1051.

Jiang J. W. , Xu C. S. , El Naggar H. M. , et al. , 2021. Improved pushover method for seismic analysis of shallow buried underground rectangular frame structure. Soil Dynamics and Earthquake Engineering, 140: 106363. doi: 10.1016/j.soildyn.2020.106363

Jiang J. W. , El Naggar M. H. , Huang W. T. , et al. , 2022. Seismic vulnerability analysis for shallow-buried underground frame structure considering 18 existing subway stations. Soil Dynamics and Earthquake Engineering, 162: 107479. doi: 10.1016/j.soildyn.2022.107479

Jiang L. Z. , Chen J. , Li J. , 2010. Seismic response of underground utility tunnels: shaking table testing and FEM analysis. Earthquake Engineering and Engineering Vibration, 9(4): 555—567. doi: 10.1007/s11803-010-0037-x

Keykhosropour L. , Lemnitzer A. , 2022. Seismic response behavior of deep flexible underground structures in sand-insights from an experimental–numerical investigation. Bulletin of Earthquake Engineering, 20(10): 5205—5231. doi: 10.1007/s10518-022-01388-x

Kim D. S. , Konagai K. , 2001. Key parameters governing the performance of soft tunnel coating for seismic isolation. Earthquake Engineering & Structural Dynamics, 30(9): 1333—1343.

Li W. T. , Chen Q. J. , 2020. Seismic damage evaluation of an entire underground subway system in dense urban areas by 3 D FE simulation. Tunnelling and Underground Space Technology, 99: 103351. doi: 10.1016/j.tust.2020.103351

Liu H. B., Song E. X., 2006. Working mechanism of cutoff walls in reducing uplift of large underground structures induced by soil liquefaction. Computers and Geotechnics, 33(4—5): 209—221.

Lu C. C. , Hwang J. H. , 2019 a. Nonlinear collapse simulation of Daikai Subway in the 1995 Kobe earthquake: necessity of dynamic analysis for a shallow tunnel. Tunnelling and Underground Space Technology, 87: 78—90. doi: 10.1016/j.tust.2019.02.007

Lu D. C. , Wu C. Y. , Ma C. , et al. , 2020. A novel segmental cored column for upgrading the seismic performance of underground frame structures. Soil Dynamics and Earthquake Engineering, 131: 106011. doi: 10.1016/j.soildyn.2019.106011

Lu L. M. , Qiu J. N. , Yuan Y. , et al. , 2019 b. Large-scale test as the basis of investigating the fire-resistance of underground RC substructures. Engineering Structures, 178: 12—23. doi: 10.1016/j.engstruct.2018.09.083

Ma C. , Lu D. C. , Du X. L. , 2018. Seismic performance upgrading for underground structures by introducing sliding isolation bearings. Tunnelling and Underground Space Technology, 74: 1—9. doi: 10.1016/j.tust.2018.01.007

Manohar D. R. , Anbazhagan P. , 2021. Shear strength characteristics of geosynthetic reinforced rubber-sand mixtures. Geotextiles and Geomembranes, 49(4): 910—920. doi: 10.1016/j.geotexmem.2020.12.015

Penzien J. , 2000. Seismically induced racking of tunnel linings. Earthquake Engineering & Structural Dynamics, 29(5): 683—691.

Sakyi K. S. , Benjamin K. , Godson K. , 2018. Seismic response analysis of underground structures. Journal of Environment and Earth Science, 8(5): 48—71.

Samata S. , Ohuchi H. , Matsuda T. , 1997. A study of the damage of subway structures during the 1995 Hanshin-Awaji earthquake. Cement and Concrete Composites, 19(3): 223—239. doi: 10.1016/S0958-9465(97)00018-8

Sandoval E. , Bobet A. , 2020. Effect of input frequency on the seismic response of deep circular tunnels. Soil Dynamics and Earthquake Engineering, 139: 106421. doi: 10.1016/j.soildyn.2020.106421

Shawky A. A. , 1994. Nonlinear static and dynamic analysis for underground reinforced concrete. 東京大学.

Wang G. B. , Ba F. , Miao Y. , et al. , 2022. Design of multi-array shaking table tests under uniform and non-uniform earthquake excitations. Soil Dynamics and Earthquake Engineering, 153: 107114. doi: 10.1016/j.soildyn.2021.107114

Wang W. , Feng K. , Wang Y. C. , et al. , 2021. A solution of subgrade modulus for response displacement method of circular underground structures. Shock and Vibration, 2021: 3654147.

Xu C. S. , Zhang Z. H. , Li Y. , et al. , 2021. Seismic response and failure mechanism of underground frame structures based on dynamic centrifuge tests. Earthquake Engineering & Structural Dynamics, 50(7): 2031—2048.

Yang D. , Naesgaard E. , Byrne P. M. , et al. , 2004. Numerical model verification and calibration of George Massey Tunnel using centrifuge models. Canadian Geotechnical Journal, 41(5): 921—942. doi: 10.1139/t04-039

Yu H. T. , Li Y. X. , Shao X. Y. , et al. , 2021. Virtual hybrid simulation method for underground structures subjected to seismic loadings. Tunnelling and Underground Space Technology, 110: 103831. doi: 10.1016/j.tust.2021.103831

Zarnani S. , Bathurst R. J. , 2009. Numerical parametric study of expanded polystyrene (EPS) geofoam seismic buffers. Canadian Geotechnical Journal, 46(3): 318—338. doi: 10.1139/T08-128

Zhang Z. H. , Li Y. , Xu C. S. , et al. , 2021. Study on seismic failure mechanism of shallow buried underground frame structures based on dynamic centrifuge tests. Soil Dynamics and Earthquake Engineering, 150: 106938. doi: 10.1016/j.soildyn.2021.106938

Zhu T. , Wang R. , Zhang J. M. , 2021. Evaluation of various seismic response analysis methods for underground structures in saturated sand. Tunnelling and Underground Space Technology, 110: 103803. doi: 10.1016/j.tust.2020.103803

Zhuang H. Y. , Wang R. , Shi P. X. , et al. , 2019. Seismic response and damage analysis of underground structures considering the effect of concrete diaphragm wall. Soil Dynamics and Earthquake Engineering, 116: 278—288. doi: 10.1016/j.soildyn.2018.09.052

Zhuang H. Y. , Yang J. , Chen S. , et al. , 2021. Statistical numerical method for determining seismic performance and fragility of shallow-buried underground structure. Tunnelling and Underground Space Technology, 116: 104090. doi: 10.1016/j.tust.2021.104090

Zou Y. , Liu H. B. , Jing L. P. , et al. , 2017. A pseudo-static method for seismic responses of underground frame structures subjected to increasing excitations. Tunnelling and Underground Space Technology, 65: 106—120. doi: 10.1016/j.tust.2017.02.006

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