[1] 梁庆国, 陈克霖, 熊玉莲, 等.地震动作用下隧道洞口段破坏特征试验研究[J].防灾减灾工程学报, 2023, 43(1): 122-131.(Liang Qingguo, Chen Kelin, Xiong Yulian, et al.Experimental study on the failure characteristics of tunnel portal sections under earthquake action[J].Journal of Disaster Prevention and Reduction Engineering, 2023, 43 (1): 122-131.(in Chinese))
[2] 张敬华, 孙清, 刘涛, 等.上海软土地区隧道竖井节点地震摇摆响应研究[J].地下空间与工程学报, 2022, 18(增1): 370-378.(Zhang Jinghua, Sun Qing, Liu Tao, et al.Research on seismic sway response of tunnel shaft joints in soft soil areas of Shanghai[J].Journal of Underground Space and Engineering, 2022, 18 (Supp.1): 370-378.(in Chinese))
[3] 梁波, 赵冯兵, 任兆丹, 等.特大断面公路隧道地震动力响应分析[J].地下空间与工程学报, 2020, 16(1): 243-248, 294.(Liang Bo, Zhao Fengbing, Ren Zhaodan, et al.Seismic dynamic response analysis of super large cross-section highway tunnels[J].Journal of Underground Space and Engineering, 2020, 16(1): 243-248, 294.(in Chinese))
[4] 张懂懂, 刘洋, 熊峰, 等.P波与SV波斜入射下岩体隧道洞口段地震响应分析[J].振动与冲击, 2022, 41(24): 278-286.(Zhang Dongdong, Liu Yang, Xiong Feng, et al.Seismic response analysis of rock tunnel entrance section under oblique incidence of P-wave and SV wave[J].Vibration and Impact, 2022, 41(24): 278-286.(in Chinese))
[5] 张季, 蒋玮, 谭灿星, 等.SV波斜入射时地铁车站-土—邻近地表框架结构动力相互作用分析[J].震灾防御技术, 2022, 17(4): 622-631.(Zhang Ji, Jiang Wei, Tan Canxing, et al.Analysis of dynamic interaction between subway station soil adjacent ground frame structure under oblique incidence of SV waves[J].Earthquake Disaster Prevention Technology, 2022, 17(4): 622-631.(in Chinese))
[6] 周双喜, 叶国涛, 张季.SV波斜入射时双线并行地铁隧道横截面地震响应分析[J].地震工程与工程振动, 2021, 41(5): 1-12.(Zhou Shuangxi, Ye Guotao, Zhang Ji.Seismic response analysis of cross section of double parallel subway tunnel when SV wave is obliquely incident[J].Earthquake Engineering and Engineering Vibration, 2021, 41(5): 1-12.(in Chinese))
[7] 王竞雄, 李鸿晶.Rayleigh波作用下埋地连续管道地震响应分析[J].南京工业大学学报:自然科学版, 2020, 42(6): 787-796.(Wang Jingxiong, Li Hongjing.Seismic response analysis of buried continuous pipeline under Rayleigh wave[J].Journal of Nanjing Tech University: Natural Science Edition, 2020, 42(6): 787-796.(in Chinese))
[8] 施有志, 孙爱琴, 林树枝,等.地下综合管廊土—结构接触面参数对地震动力响应的影响数值分析[J].地震工程学报, 2017, 39(5): 811-819.(Shi Youzhi, Sun Aiqin, Lin Zhizhi, et al.Numerical analysis of the influence of soil structure interface parameters on seismic dynamic response of underground comprehensive pipe gallery[J].Journal of Earthquake Engineering, 2017, 39(5): 811-819.(in Chinese))
[9] 王磊, 赵成刚.饱和土沉积谷场地对平面Rayleigh波的散射[J].岩土工程学报, 2007, 29(2): 204-211.(Wang Lei, Zhao Chenggang.Scattering of planar Rayleigh waves by saturated soil sedimentary valley sites[J].Journal of Geotechnical Engineering, 2007, 29(2): 204-211.(in Chinese))
[10] 周红, 陈晓非.凹陷地形对Rayleigh面波传播影响的研究[J].地球物理学报, 2007, 50(4): 1182-1189.(Zhou Hong, Cheng Xiaofei.Study on the influence of depression topography on Rayleigh surface wave propagation[J].Chinese Journal of Geophysics, 2007, 50(4): 1182-1189.(in Chinese))
[11] 刘中宪, 梁建文, 徐颖.Rayleigh波在饱和半空间中凹陷地形周围的散射[J].自然灾害学报, 2011, 20(4): 7-15.(Liu Zhongxian, Liang Jianwen, Xu Ying.Scattering of Rayleigh waves around concave terrain in saturated half space[J].Journal of Natural Disasters, 2011, 20(4): 7-15.(in Chinese))
[12] 杨天春.基于附加层法的非规则剖面的瑞利波频散特性研究[J].岩土力学, 2013, 34(12): 3365-3371.(Yang Tianchun.Study on Rayleigh wave dispersion characteristics of irregular section based on additional layer method[J].Soil Mechanics, 2013, 34(12): 3365-3371.(in Chinese))
[13] 马荣, 李永强, 景立平, 等.弹性波入射时半圆弧凹陷地形对地表位移影响研究[J].地震工程学报, 2019, 41(2): 392-398.(Ma Rong, Li Yongqiang, Jing Liping.Study on the influence of semi arc depression topography on surface displacement when elastic waves incident[J].Journal of Earthquake Engineering, 2019, 41(2): 392-398.(in Chinese))
[14] 张雪, 刘中宪, 何颖.Rayleigh波入射下相邻山体地震响应边界元法模拟[J].世界地震工程, 2018, 34(4): 8-15.(Zhang Xue, Liu Zhongxian, He Ying.Boundary element method simulation of seismic response of adjacent mountains under Rayleigh wave incidence[J].World Earthquake Engineering, 2018, 34 (4): 8-15.(in Chinese))
[15] 李志远, 李建波, 林皋.局部复杂场地Rayleigh波传播特性分析的SBFEM模型研究[J].岩土力学, 2018, 39(11): 4242-4250.(Li Zhiyuan, Li Jianbo, Lin Gao.Study on SBFEM model for Rayleigh wave propagation characteristics analysis in local complex sites[J].Soil Mechanics, 2018, 39(11): 4242-4250.(in Chinese))
[16] Höllinger F, Ziegler F.Scattering of pulsed rayleigh surface waves by a cylindrical cavity[J].Wave Motion, 1979, 1(3): 225-238.
[17] 刘晶波, 李彬.Rayleigh波作用下地下结构的动力反应分析[J].工程力学, 2006, 23(10): 132-135, 131.(Liu Jingbo, Li Bin.Dynamic response analysis of underground structures under Rayleigh waves[J].Applied Mechanics, 2006, 23(10): 132-135, 131.(in Chinese))
[18] 白少国, 张运良.Rayleigh波作用下隧洞衬砌纵向内力的解析解[J].水利规划与设计, 2015(9): 62-67.(Bai Shaoguo, Zhang Yunliang.Analytical expression of longitudinal internal force of tunnel lining under Rayleigh wave[J].Water Resources Planning and Design, 2015(9): 62-67.(in Chinese))
[19] 白少国, 张运良.Rayleigh波作用下圆形隧洞衬砌横向内力的解析解[J].水利规划与设计, 2016, 35(3): 484-490.(Bai Shaoguo, Zhang Yunliang.Analytical expression of transverse internal force of circular tunnel lining under Rayleigh wave[J].Water Resources Planning and Design, 2016, 35 (3): 484-490.(in Chinese))
[20] 范凯祥, 申玉生, 闻毓民, 等.平面Rayleigh波入射下饱和土中浅埋隧道复合式衬砌的动力响应[J].岩土工程学报, 2022, 44(3): 444-455.(Fan Kaixiang, Shen Yusheng, Wen Yumin, et al.Dynamic response of composite lining of shallow buried tunnels in saturated soil under plane Rayleigh wave incidence[J].Journal of Geotechnical Engineering, 2022, 44 (3): 444-455.(in Chinese))
[21] Luco J E, Barros F C P.Dynamic displacements and stresses in the vicinity of a cylindrical cavity embedded in a half-space[J].Earthquake Engineering & Structural Dynamics, 1994, 23(3): 321-340.
[22] 岳庆霞, 李杰.近似Rayleigh地震波作用下地下综合管廊响应分析[J].防灾减灾工程学报, 2008, 28(4): 409-416.(Yue Qingxia, Li Jie.Response analysis of underground utility tunnel under the action of approximate Rayleigh Seismic wave[J].Journal of Disaster Prevention and Mitigation Engineering, 2008, 28 (4): 409-416.(in Chinese))
[23] 刘中宪, 王建旭, 金立国, 等.Rayleigh波入射下建筑群-隧道群相互作用特性研究[J].防灾减灾工程学报, 2022, 42(6): 1153-1164.(Liu Zhongxian, Wang Jianxu, Jin Liguo, et al.Study on the interaction characteristics of building tunnel groups under Rayleigh wave incidence[J].Journal of Disaster Prevention and Reduction Engineering, 2022, 42 (6): 1153-1164.(in Chinese))
[24] Sa'Nchez-Sesma F J, Campillo M.Diffraction of P, SV, and Rayleigh waves by topographic features: A boundary integral formulation[J].Bulletin of the Seismological Society of America, 1991, 81(6): 2234-2253.
[25] 梁建文, 纪晓东.地下衬砌洞室对Rayleigh波的放大作用[J].地震工程与工程振动, 2006, 26(4): 24-31.(Liang Jianwen, Ji Xiaodong.Amplification of Rayleigh waves by underground lining caverns[J].Earthquake Engineering and Engineering Vibration, 2006, 26(4): 24-31.(in Chinese))
