Spatial effect and frequency analysis on seismic response of subway station in loess ground
QUAN Deng-zhou1, WANG Yi-hong1, Ma Peng-bo1, JING Yan-lin1, CHEN Su2
1. School of Civil Engineering, Chang’an University, Xi’an 710061, China;
2. Institute of Geophysics, China Seismological Bureau, Beijing 100081, China
The shaking table test of underground subway station in loess ground was performed, the acceleration and strain response of soil and structure were measured in the test. The frequency domain analysis on acceleration response of model system was conducted, and the spatial effect of seismic response of station was revealed by comparison the data of different observation sections. The results show that the fundamental frequencies of model system decreases with the increase of PGA, meanwhile, the amplitude of Fourier spectrum increases with the increase of PGA. The Fourier spectrum values of accelerations are increased at low-frequency components and decreased at high-frequency component form bottom to top of soil, and the bandwidth of low-frequency component is reduced with the increase of PGA. The Fourier spectrum values of accelerations in station are increased at high-frequency component and the main band of the spectrum is concentrated and narrower with the increase of PGA. The main band of Fourier spectrum of accelerations of model system is widest under Songpan wave, medium under Xi’an artificial wave and narrowest under Taft wave. Meanwhile, the spatial effect of seismic response in station is obvious because of end effect and torsion of station. The results could provide references for aseismic design and theoretical research of underground structures in loess area.
权登州 1,王毅红 1,马蓬渤 1,井彦林 1,陈 苏 2. 黄土地区地铁车站地震反应的频域分析及空间效应[J]. 振动与冲击, 2016, 35(21): 102-112.
QUAN Deng-zhou1, WANG Yi-hong1, Ma Peng-bo1, JING Yan-lin1, CHEN Su2. Spatial effect and frequency analysis on seismic response of subway station in loess ground. JOURNAL OF VIBRATION AND SHOCK, 2016, 35(21): 102-112.
[1] 权登州, 王毅红, 井彦林等.黄土地区地铁车站数值模型及测试位置研究[J].震灾防御技术, 2015, 10(1): 108-115
QUAN Dengzhou, WANG Yihong, JING Yanlin, et al. Numerical model and measuring position for subway stations in loess area [J]. Technology for Earthquake Disaster Prevention, 2015, 10(1): 108-115.
[2] 王志杰, 骆亚生, 杨永俊. 不同地区非饱和黄土动力结构性研究[J]. 岩土力学, 2010, 31(8): 2459-2464
WANG Zhijie,LUO Yasheng,YANG Yongjun. Study of dynamic structural characteristics of unsaturated loesses in different regions [J]. Rock and Soil Mechanics, 2010, 31(8): 2459-2464.
[3] Jafarzadeh F, Farahi Jahromi H, Abazari Torghabeh E. Investigating Dynamic Response of a Buried Pipeline in Sandy Soil Layer by 1G Shaking Table Test [J]. International Journal of Civil Engineering, 2010,8(2): 107-124.
[4] Amorosi A, Boldini D. Numerical modelling of the transverse dynamic behavior of circular tunnels in clayey soils [J]. Soil Dynamics and Earthquake Engineering, 2009,29(6): 1059- 1072.
[5] Azadi M, Mir Mohammad Hosseini S M. Analyses of the effect of seismic behavior of shallow tunnels in liquefiable grounds [J]. Tunnelling and Underground Space Technology, 2010, 25:543 -552.
[6] S.C.Chian. Effect of buried depth and diameter on uplift of underground structures in liquefied soils[J] Soil Dynamics and Earthquake Engineering, 2012(41):181– 190.
[7] 杨林德, 季倩倩, 郑永来, 等. 软土地铁车站结构的振动台试验[J]. 现代隧道技术, 2003, 40(1): 7-11.
Yang Linde, Ji Qianqian, Zheng Yonglai, et al. Shaking table test on metro station structures in soft soil[J]. Modern Tunnelling Technolog, 2003, 40(1): 7-11.
[8] Chen Guoxing, Wang Zhihua, Zuo Xi, et al. Shaking table test on the seismic failure characteristics of a subway station structure on liquefiable ground [J]. Earthquake Engineering & Structural Dynamics,2013; 42:1489-1507.
[9] CHEN Guo-xing, CHEN Su, ZUO Xi, et al. Shaking-table tests and numerical simulations on a subway structure in soft soil[J]. Soil dynamic and earthquake engineering, 2015; 76:13-28.
[10] 陈国兴, 左熹, 王志华, 等. 近远场地震作用下液化地基上地铁车站结构动力损伤特性的振动台试验 [J].土木工程学报,2010,43(12):120-126.
CHEN Guoxing, ZUO Xi, WANG Zhi-hua, et al. Large scale shaking table test study of the dynamic damage behavior of subway station structures in liquefiable foundation under near-fault and far-field ground motions[J]. China Civil Engineering Journal , 2010,43(12):120-126.
[11] 刘晶波,刘祥庆,王宗纲,等土-结构动力相互作用系统离心机振动台模型试验[J]. 土木工程学报. 2010,43(11): 114-121.
LIU Jing-bo, LIU Xiang-qing, WANG Zong-gang, et al. Dynamic centrifuge model test of a soil-structure interaction system[J]. China Civil Engineering Journal , 2010,43(11): 114-121.
[12] 刘妮娜,门玉明. 地裂缝环境下的地铁隧道-地层地震动力相互作用研究[D]. 西安:长安大学,2010: 4-9.
LIU Nina, MEN Yuming. Study on the soil metro tunnels dynamic interactions in ground fissures area [D]. Xi'an China, Chang.anUniversity,2010: 4-9.
[13] Renjitha Mary Varghese., G.Madhavi Latha. Shaking table tests to investigate the influence of various factors on the liquefaction resistance of sands [J]. Nat Hazards, 2014, 73:1337-1351.
[14] G. Lanzano, E. Bilotta, G. Russo, et al. Centrifuge modeling of seismic loading on tunnels in sand [J]. Geotechnical Testing Journal, 2012,35:1-16.
[15] 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. Development of laminar shear soil container for shaking table tests [J]. Chinese Journal of Geotechnical Engineering, 2010,32 (1): 89-97.