Matsubara K,Hoshiya M. Soil spring constants of buried pipelines for seismic design[J].Journal of Engineering Mechanic,2000,126(1):76-83.
[2]
Parmelee R,Ludtke C.Seismic soil-structure interaction of buried pipelines//Proc.U.S. Nat.Conf.Earthq.Engng.Oakland: Earthquake Eng Res Inst,1975.406-415.
[3]
Hindy A,Novak M. Earthquake response of underground pipelines[J]. Earthquake Eng. Struct. Dyn,1979,7(5):451-476.
[4]
王海波,林 皋. 半无限弹性介质中管线地震反应分析[J].土木工程学报,1988,20(3):80-91. WANG Haibo,LIN Gao. Seismic response of the pipeline buried in three dimensional semi-infinite elastic medium[J]. China Civil Engineering Journal,1988,20(3):80-91.(in Chinese)
[5]
符圣聪.用于埋管抗震计算的地面位移和地基反力系数[J].特种结构,1992(4):4-9. FU Shengcong.Ground displacement and coefficient of subgrade reaction for buried pipeline seismic evaluation[J]. Special Structure,1992,(4):4-9.(in Chinese)
[6]
陆明万,罗学富.弹性理论基础[M].北京:清华大学出版社,1990:46. LU Mingwan,LUO Xuefu. Foundations of elasticity[M].Beijing: Tsinghua University Press,1990:46.(in Chinese)
[7]
杜修力.工程场地波动理论与方法[M].北京:科学出版社,2008:282-285. DU Xiuli.Theories and Methods of Wave Motion for Engineering[M].Beijing: Science Press,2008:282-285.(in Chinese)
[8]
梁昆淼.数学物理方法[M].北京:高等教育出版社,1998:328. LIANG Kunmiao.Method of Mathematical Physics[M].Higher Education Press,1998:328.(in Chinese)