[2] |
庄海洋,程邵革,陈国兴,等. 阪神地震中大开地铁车站震害机制数值仿真分析[J]. 岩土力学,2008,29(1):245–249.(ZHUANG Haiyang,CHENG Shaoge,CHEN Guoxing,et al. Numerical simulation and analysis of earthquake damages of Dakai metro station caused by Kobe earthquake[J]. Rock and Soil Mechanics,2008,29(1):245–249.(in Chinese))
|
[4] |
庄海洋,王修信,陈国兴,等. 软土层埋深变化对地铁车站结构地震反应的影响规律研究[J]. 岩土工程学报,2009,31(8):1 258–1 266.(ZHUANG Haiyang,WANG Xiuxin,CHEN Guoxing,et al. Earthquake response of subway station with different depths of soft soil[J]. Chinese Journal of Geotechnical Engineering,2009,31(8):1 258–1 266.(in Chinese))
|
[8] |
孙海峰,景立平,王树伟,等. 地下结构地震破坏机制试验研究[J]. 岩石力学与工程学报,2013,32(增2):3 627–3 635.( SUN Haifeng,JING Liping,WANG Shuwei,et al. Experimental study of seismic failure mechanism of underground structure[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(Supp.2):3 627–3 635.(in Chinese))
|
[10] |
王国波,郝朋飞,孙富学,等. 地铁车站结构端部效应影响范围研究[J]. 岩土工程学报,2020,42(8):1 435–1 445.( WANG Guobo,HAO Pengfei,SUN Fuxue,et al. Spatial influence scope of end wall of metro station structure[J]. Chinese Journal of Geotechnical Engineering,2020,42(8):1 435–1 445.(in Chinese))
|
[12] |
ZHUANG H Y,WANG X,MIAO Y,et al. Seismic response of a subway station and tunnel in a slightly inclined liquefiable ground through shaking table test[J]. Tunnelling and Underground Space Technology,2019,116:371–385.
|
[14] |
陈国兴,陈 苏,左 熹,等. 软土场地地铁车站结构地震反应特性振动台模型试验[J]. 岩土力学,2016,37(2):331–342.(CHEN Guoxing,CHEN Su,ZUO Xi,et al. Shaking table test on seismic response of subway station structure in soft ground[J]. Rock and Soil Mechanics,2016,37(2):331–342.(in Chinese))
|
[18] |
傅玉勇,闫澍旺,胡子学. 层状场地中地铁隧道对邻近建筑物地震反应的影响[J]. 建筑结构,2009,39(11):46–49.(FU Yuyong,YAN Shuwang,HU Zixue. Effect oftunnels on earthquake response of ground and buildings along the subway in layered site[J]. Building Structure,2009,39(11):46–49.(in Chinese))
|
[20] |
杨书燕,姜忻良,李新国. 隧道对临近建筑物的地震反应影响分析[J]. 四川大学学报:工程科学版,2007,39(3):41–46.(YANG Shuyan,JIANG Xinliang,LI Xinguo. Analysis on seismic response effect of tunnel to nearby structure[J]. Journal of Sichuan University:Engineering Science,2007,39(3):41–46.(in Chinese))
|
[22] |
李延涛,田 野,宗金辉,等. 受相邻上部结构影响的隧道–土体系振动台试验研究[J]. 振动与冲击,2020,39(3):233–241.(LI Yantao,TIAN Ye,ZONG Jinhui,et al. Shaking-table tests for seismic response of tunnel- soil system affected by adjacent upper structure[J]. Journal of Vibration and Shock,2020,39(3):233–241.(in Chinese))
|
[24] |
高 波,王峥峥,袁 松,等. 汶川地震公路隧道震害启示[J]. 西南交通大学学报,2009,44(3):336–341.(GAO Bo,WANG Zhengzheng,YUAN Song,et al. Lessons learnt from damage of highway tunnels in Wenchuan earthquake[J]. Journal of Southwest Jiaotong University,2009,44(3):336–341.(in Chinese))
|
[28] |
王志佳,张建经,闫孔明,等. 考虑动本构关系相似的模型土设计及相似判定体系研究[J]. 岩土力学,2015,36(5):1 328–1 338. (WANG Zhijia,ZHANG Jianjing,YAN Kongming,et al. Model soil design considering similitude of dynamic constitutive model and evaluation of similarity level[J]. Rock and Soil Mechanics,2015,36(5):1 328–1 338.(in Chinese))
|
[3] |
于仲洋,张鸿儒,邱滟佳,等. 十字交叉型地铁车站结构的振动台试验研究[J]. 振动与冲击,2021,40(9):142–151.(YU Zhongyang,ZHANG Hongru,QIU Yanjia,et al. Shaking table test for cross subway station structure[J]. Journal of Vibration and Shock,2021,40(9):142–151.(in Chinese))
|
[13] |
庄海洋,陈国兴,胡晓明,等. 两层双柱导式地铁车站结构水平向非线性地震反应分析[J]. 岩石力学与工程学报,2006,25(2):3 074–3 079.(ZHUANG Haiyang,CHEN Guoxing,HU Xiaoming,et al. Analysis of nonlinear earthquake response of two-layer double-column subway station structure[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(2):3 074–3 079.(in Chinese))
|
[23] |
WANG W L,WANG T T,SU J J,et al. Assessment of damage in mountain tunnels due to the Taiwan Chi-Chi earthquake[J]. Tunnelling and Underground Space Technology,2001,16(3):133–150.
|
[6] |
CHEN S,TANG B Z,ZHAO K,et al. Seismic response of irregular underground structures under adverse soil conditions using shaking table test[J]. Tunnelling and Underground Space Technology,2020,95:1 031–1 045.
|
[16] |
YIOUTA M P,KOURETZIS G,BOUCKOVALAS G,et al. Effect of underground structures in earthquake resistant design of surface structures[C]// ASCE GSP 160 Dynamic Response and Soil Properties,Geo-Denver. Denver:New Peaks in Geotechnics,2007:117–130.
|
[26] |
尚守平,刘方成,卢华喜,等. 振动台试验模型地基土的设计与试验研究[J]. 地震工程与工程振动,2006,26(4):199–204.(SHANG Shouping,LIU Fangcheng,LU Huaxi,et al. Design and experimental study of a model soil used for shaking table test[J]. Earthquake Engineering and Engineering Vibration,2006,26(4):199–204.(in Chinese))
|
[5] |
吴秉林,陶连金,李积栋,等. 大体积浅埋Y型柱地铁车站振动台试验研究[J]. 现代隧道技术,2015,52(6):92–98.(WU Binglin,TAO Lianjin,LI Jidong,et al. Shaking-table experiment for a large,shallow metro station with a Y-column structure[J]. Modern Tunneling Technology,2015,52(6):92–98.(in Chinese))
|
[15] |
王国波,于艳丽,何 卫. 下穿隧道–土–地表临近框架相互作用体系地震响应初步分析[J]. 岩土工程学报,2014,36(2):334–338.(WANG Guobo,YU Yanli,HE Wei. Seismic response of interaction system of underlying tunnels,soils and adjacent frame structures[J]. Chinese Journal of Geotechnical Engineering,2014,36(2):334–338.(in Chinese))
|
[25] |
禹海涛,袁 勇. 长大隧道地震响应分析与试验方法新进展[J]. 中国公路学报,2018,31(10):19–35.(YU Haitao,YUAN Yong. Review on seismic response analysis and test methods for long and large tunnels[J]. China Journal of Highway and Transport,2018,31(10):19–35.(in Chinese))
|
[1] |
李 洋,许成顺,杜修力. 阪神地震中大开地铁车站和区间隧道破坏差异成因研究[J]. 防灾减灾工程学报,2020,40(3):326–335.(LI Yang,XU Chengshun,DU Xiuli. Causal analyses of different degree of earthquake damage occurred on Dakai subway station and its running tunnels[J]. Journal of Disaster Prevention and Mitigation Engineering,2020,40(3):326–335.(in Chinese))
|
[11] |
胡双平. 无柱加腋地铁车站土–结构模型振动台试验[J]. 建筑科学与工程学报,2020,37(4):116–126.(HU Shuangping. Shaking table test of soil-structural model of non-column launched metro station[J]. Journal of Architecture and Civil Engineering,2020,37(4):116–126.(in Chinese))
|
[21] |
WANG G B,YUAN M,MIAO Y,et al. Experimental study on seismic response of underground tunnel-soil-surface structure interaction system[J]. Tunnelling and Underground Space Technology,2018,76:145–159.
|
[7] |
李积栋,陶连金,安海军,等. 近远场地震动作用密贴交叉组合地铁车站振动台试验[J]. 土木工程学报,2015,48(10):30–37.(LI Jidong,TAO Lianjin,AN Haijun,et al. Shaking table test of the closely-attached intersecting subway station under far-field and near-field ground station[J]. China Civil Engineering Journal,2015,48(10):30–37.(in Chinese))
|
[9] |
王国波,马险峰,杨林德,等. 软土地铁车站结构及隧道的三维地震响应分析[J]. 岩土力学,2009,30(8):2 523–2 528.(WANG Guobo,MA Xianfeng,YANG Linde,et al. Three-dimensional seismic response analysis of metro station structures and tunnels in soft soil[J]. Rock and Soil Mechanics,2009,30(8):2 523–2 528.(in Chinese))
|
[17] |
何 伟,陈健云. 地表建筑对地下车站结构地震响应的影响[J]. 振动与冲击,2012,31(9):53–58.(HE Wei,CHEN Jianyun. Influence of ground surface building on seismic response of underground station structure[J]. Journal of Vibration and Shock,2012,31(9):53–58.(in Chinese))
|
[19] |
龙 慧,陈振富,胡 萍. 软土场地中地铁地下车站对邻近高层建筑地震加速度相应的影响[J]. 南华大学学报:自然科学版,2017,31(2):90–96.(LONG Hui,CHEN Zhenfu,HU Ping. Analysis of seismic acceleration response influence of high rise building nearby subway station in soft site[J]. Journal of University of South China:Science and Technology,2017,31(2):90–96.(in Chinese))
|
[27] |
袁晓铭,孙 锐,孙 静,等. 常规土类动剪切模量比和阻尼比试验研究[J]. 地震工程与工程振动,2000,20(4):133–139.(YUAN Xiaoming,SUN Yue,SUN Jing,et al. Laboratory experimental study on dynamic shear modulus ratio and damping ratio of soils[J]. Earthquake Engineering and Engineering Vibration,2000,20(4):133–139.(in Chinese))
|