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PostWysłany: Czw 17:47, 16 Gru 2010    Temat postu: ugg boots billig mtluan @ dlut. edu. cn

Calculation of vertical dynamic impedance of pile and its influencing factors


52SimplifiedComputationalModelandParametricStudiesofVerticalDynamicImpedanceforSinglePileLuanMaotian''. KongDesen '(InstituteofGeotechnicalEngineering. SchoolofCivilandHydraulicEngineering,ugg boots billig, DalianUniversityofTechnology.Dalian. 116024, China) (StateKeyLaboratoryofCoastalandOffshoreEngineering, DalianUniversityofTechnology,uggs bestellen, Dalian, 116024,mbt shoes sale, China) (. InstituteofRockandSoilMechanics,moncler jackets, TheChineseAcademyofSciences, Wuhan, 430071, China) (SchoolofCivilandArchitecturalEngineering,Moncler sale, ShandongUniversityofScienceandTechnology, Qingdao, 266510.China) Abstract : Asimplifiedmechanicalmodelforcomputingtheverticaldynamicimpedancefunctionofsinglepileisestablishedbasedonacertainassumptionsandtheimproveddynamicmodelofbeam-on-Winkler'sfoundationbyusingtheprincipleofsoildynamicsandstructualdynamics. Boththesofteningeffectofsoilsaroundpileduringvibrationandslippagealongthepile-soilinterfacearetakenintoaccount. Thecharacteristicsofthefrequency-dependencyofdynamicstiffnessanddampingofpilearereproduced. Itisshownthroughthecomparativestudiesonanexamplethatthenumericalresultsofdynamicimpedanceofpilecomputedbytheproposedmethodarerelativelyrationalandcanwellagreewiththecomputationalandex-perimentalresultscurrentlyavailable. Finallyparametricstudiesaremadeforavariedrangeofmainparametersinvolvedtodiscusstheeffectofrelevantfactorsonverticaldynamicimpedanceofpile. Keywords: pilefoundation; verticaldynamicimpedance; slippage; verticalvibration; dynamicpile-soilinteraction first author: LUAN Mao-tian, male. Ph.D., Professor, January 1962 students. Tel: (0411) 84708513; E-mail: mtluan @ dlut. edu. cn

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