 Wysłany: Nie 4:41, 08 Maj 2011 Temat postu: hollister The vibration of pile layers semi-analyt |
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The vibration of pile layers semi-analytical solution o-rporated, 19705KotenHVan, MiddendorpP, BrederodePVar1. AnanalysisofdissipativewavepropagationinapilelntlSeminarontheApplicationofStress-WaveTheoryoDPile. Stockholm,Oakley juliet, 19806 on theories , Xie Kang . Zeng Xi . Finite length pile analytical solution for vibration of buildings its application. Geotechnical Engineering. I997; 19 (2) :27-357NovakM, NogamiT · Ahoul-EllaFDynamicsoilreactionforplanestraincase. J. ofEngngMechv. . ASCE, 1978; 104 (4) :953-9598LysmerJ. RichartFE. Dynamicresponseoffootingtoverticalload. J. s0ilMech. andFoundDiv,hollister,. ASCE, 1966:2 (1) :65 - 919RauscheF. StresswavemessuringinpracticelecturesTheSecondInternationalConfereneeontheApplicationofStress-WaveTheoryonPiles. Stockholm,ropa ed hardy, Sweden. 1984 {1 - 23Semi-AnalyticalSolutionforSoilunderImpactResponseofPileinMulti-LayeredForceandItsSimulationWangHongzhiChenYunminChertRenpeng (GeoteehnicalEngineeringInstituteofZhejiangUniversityHangzhou, 310027) AbstractThepileisassumed Usingthemethodofintegraltransform. semi-analyticalsolutionfortheresponse0fapileinmulti-layeredsoilisdevelopedtaking, isco-elasticsupportingatthetipofpileintoaccount. Basedonthesolution,alexa mulberry taske, formulaforpiletopresponseundertransientforceisgivenTheinfluencesoflayeredsoilparameterso] lvelocityresponseofpiletopvelocityaresimu [atedandseveralconc] usioneingbenefittoITtest & redrawn. Keywords: piles; integraltransform: semianalyticalsolution; simulation: multi-layeredsoil M Wang Hongzhi first author , Dr. . I967 in l2 native of Tel : (0571) 7933439; E-mail: climberwhz @ 263. net 相关的主题文章： ed hardy bikini Multi degree of freedom rotary vibration _13 Oakley juliet Foreign technical barriers to trade mbt shoes sale Packaging design evaluation _5190 |
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