5Liping Yah, Kandiah Aruhnoli, Max Weismair et al. Seismic soil-structure interaction analyses of an underwater bulkhead and whanc system[J]. Geotechnical Engineering for Transportation projeets, 20f)4, ( 2 ): 547-555.
8Charles W. Roeder etc. Seismic Pertbrmance of Pile-Wharf Connection[JI. Journal of Structural Engineering, 2005.
9Seott M Sehleehter, Stephen E Diekenson, Nason J McC.ullough et al.Influence of batter piles on the dynamic behavior of pile-supported wharf stmetures[C]. Proceedings of ASCE Ports Conference 2004, Houston, Texas, 2004.
3YAN L P,ARULMOLI K K,WEISMAIR M,et al.Seismic soil-structure interaction analyses of an underwater bulkhead and wharf system[J].Geotechnieal Engineering for Transportation Projects,2004(2):547-555.
4MAGEAU D W,CHIN K H.Finite element modeling of new marine terminal at the port of Tacoma[J].Journal of Waterway,Port,Coastal,and Ocean Engineering,2001(8):1-10.
5VARUN,ASSIMAKI D.Integrating soil-structure interaction analyses of pile-supported wharfs in seismic risk management of port systems[J].Geotechnieal Earthquake Engineering and Soil Dynamics,2008(4):1-10.
6TACIROGLU E,RHA C S,WALLACE J W.A robust macroelement model for soil-pile interaction under cyclic loads[J].Journal of Geotechnical and Geoenvironmental Engineering,2006,132(10):1304-1314.
7MCCULLOUGH N J,DICKENSON S E,SCHLECHTER S M,et al.Centrifuge seismic modeling of pile-supported wharves[J].Geotechnical Testing,2007,30(5):1-11.
8NASON J M,STEPHEN E D,SCOTT M S.The seismic performance of piles in waterfront applications[J].Journal of Waterway,Port,Coastal,and Ocean Engineering,2001(6):1-10.
9JTJ267-98.港口工程混凝土结构设计规范[S].[S].,..
10Midorizkawa.The calculation of maximum acceleration of earthquake considering the ground conditions[A].proceedings of japanese society of earthquake[C].Tokyo:Japan Society of Civil Engineers,1999:43-50.
