WANG J N.Seismic design of tunnels:a state-of-the-art approach[M].New York:[s.n.] ,1993.
[2]
Hashash Y M A,Hook J J,Schmidt B,et al.Seismic design and analysis of underground structures[J].Tunnelling and Underground Space Technology,2001,16(4):247-293.
[3]
川岛一彦.地下构筑物の耐震设计[M].日本:鹿岛出版会,1994.Kwashima K.Seismic design of underground structures[M].Japan:Kashima Publishing Company,1994.
[4]
郑永来,杨林德.地下结构抗震[M].上海:同济大学出版社,2005.ZHENG Yonglai,YANG Linde.Earthquake resistance of underground structures[M].Shanghai:Tongji University Press,2005.
[5]
Burns J Q,Richard R M.Attenuation of stresses for buried cylinders[C]//Proceedings of the Symposium on Soil-Structure Interaction.University of Arizona,Tucson,Arizona,1964:378-392.
[6]
Thomas R K.Earthquake design criteria for subways[J].Journal of the Structural Division,ASCE,1969,95(6):1213-1231.
[7]
St.John C M,Zahrah T F.Aseismic design of underground structures[J].Tunneling and Underground Space Technology,1987,2(2):165-197.
[8]
Shukla D K,Rizzo P C,Stephenson D E.Earthquake load analysis of tunnels and shafts[C]//Proceeding of the Seventh World Conference on Earthquake Engineering,1980,8:20-28.
[9]
Penzien J.Seismically induced racking of tunnel linings[J].Earthquake Engineering and Structural Dynamics,2000,29:683-691.
[10]
余行.隧道结构横向地震响应数值分析与简化抗震设计方法[D].上海:同济大学,2009.YU Xing.Numerical analysis and simplified seismic design method for earthquake response of tunnel structure[D].Shanghai:Tongji University,2009.
[11]
黄茂松,曹杰.隧道地震响应简化分析与动力离心试验验证[J].岩石力学与工程学报,2010,29(2):271-280.HUANG Maosong,CAO Jie.Simplified analysis of tunnel earthquake response and centrifuge modeling calibration[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(2):271-280.
[12]
曹杰,黄茂松,余行.硬质土层中隧道结构动力离心模型试验[J].岩土工程学报,2010,32(7):1101-1108.CAO Jie,HUANG Maosong,YU Xing.Dynamic centrifuge tests on seismic response of tunnel in dense soil[J].Chinese Journal of Rock Mechanics and Engineering,2010,32(7):1101-1108.