Journal of Shanghai Jiaotong University››2011,Vol. 45››Issue (10): 1557-1561.
• Automation Technique, Computer Technology •Previous ArticlesNext Articles
WANG Jian-Wei, JIN Xian-Long, WANG Xin, ZHANG Wei-Wei
Received:2010-11-15Online:2011-10-31Published:2011-10-31| ［1］杨林德,王国波,郑永来,等.地铁车站结构振动台试验及地震响应的三维数值模拟［J］. 岩石力学与工程学报, 2007, 26(8): 15381545. YANG Linde, WANG Guobo, ZHENG Yonglai, et al. Shaking table test on metro station structure and 3D numerical simulation of seismic response［J］. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(8): 15381545. ［2］王国波,马险峰,杨林德.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): 25232528. WANG Guobo, MA Xianfeng, YANG Linde. Threedimensional seismic response analysis of metro station structures and tunnels in soft soil［J］. Rock and Soil Mechanics, 2009, 30(8):25232528. ［3］Hasheminejad S M, Kazemirad S. Dynamic response of an eccentrically lined circular tunnel in poroelastic soil under seismic excitation［J］.Soil Dynamics and Earthquake Engineering, 2008, 28(4):277292. ［4］Amorosi A, Boldini D. Numerical modelling of the transverse dynamic behaviour of circular tunnels in clayey soils［J］. Soil Dynamics and Earthquake Engineering, 2009, 29(6):10591072. ［5］SánchezMerino A L, FernándezSáez J, Navarro C. Simplified longitudinal seismic response of tunnels linings subjected to surface waves［J］. Soil Dynamics and Earthquake Engineering, 2009, 29(3):579582. ［6］Sedarat H, Kozak A, Hashash Y M A, et al. Contact interface in seismic analysis of circular tunnels［J］. Tunnelling and Underground Space Technology, 2009, 24(4): 482490. ［7］Hatzigeorgiou G D, Beskos D E. Soilstructure interaction effects on seismic inelastic analysis of 3D tunnels［J］. Soil Dynamics and Earthquake Engineering, 2010, 30(9):851861. |
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