JTG/TB02-01-2008,公路桥梁抗震设计细则[S].JTG/TB02-01-2008,Guidelines For Seismic Design of Highway Bridges[S].
[2]
袁迎春,赖伟,王君杰,等.Morison方程中动水阻力项对桥梁桩柱地震反应的影响[J].世界地震工程,2005,21(4):88-94.Yuan Yingchun,La Wiei Wang Jun jie,et al.The effects of hydrodynamic damping on seismic response of bridge piles[J].World Earthquake Engineering,2005,21(4):88-94.
[3]
竺艳蓉.海洋工程波浪力学[M].天津:天津大学出版社,1991.Zhu Yan rong.Wave Mechanics for Ocean Engineering[M].Tian jin:Tian jin University Press,1991.
[4]
赖伟,谢凌志,高永昭.矩形空心墩地震动水效应的求解[J].四川建筑科学研究,2007,12,(3):67-70.Lai Wei,Xie Lingzhi,Gao Yongzao.Earthquakeinduced hydrodynamic response on rectangular hollow bridge pier[J].Sichu an Building Science,2007,12,(3):67-70.
[5]
吴鸿庆,任侠.结构有限元分析[M].北京:中国铁道出版社,2000.Wu Hongqin,Ren Xia.Finite Element Analysis of Structures[M].Beijing:China Raiwlay Publishing House,2000.
