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 Wysłany: Nie 1:04, 08 Maj 2011 Temat postu: ed hardy suomessa Turn the interference with the w |
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Turn the interference with the wall damping viscous damping Study
ampingwallforvibrationcontro1. HongKongUniversity · CivilEngineeringlab. , 1997:2497 KliakhandlerLL. Sivashinsky. GI · Viscousdampingandinstabilitiesinstratifiedliquidfilmflowingdownaslightlyincludedplane. Physfluids,[link widoczny dla zalogowanych], 91997; (1) 23-3O8MiyazakiM, MitsusakaY. Designof-abuildingwith2Oorgreaterdamping. Proc. oftheTenthWorldConf. onEarthq. EngrModridSpain. ,[link widoczny dla zalogowanych],1992:4143-41489ArimaF. MiyazakiM. TanakaH. eta1. Astudyonbuildingwithlargedampingusingviscousdampingwalls. Proc. ofNinthWorldConf. onEarthq. Engr. TokyotoJapan ,[link widoczny dla zalogowanych],1988:821-82610LangloisWE. Slowviscousflow · NewYork: TheMcmillanCompany,[link widoczny dla zalogowanych], 1964DynamicTestResearchofViscous-DampingWallwithRotationMotion (VibrationEngineeringResearchInstitute, AustinDe-EnPan (DepartmentofCivilEngineering · HongKongUniversityHongKong) AbstractThedampingmodelparametersareidentifiedbynonlineardynamictestforViscousDamping (VD) wal1.RotatingmotioncancausesomechangesfortheshearingmodeloftheVDwal1.Thechangestofnonlineardampingpropertyisstudiedwithvaringvibrationfrequencyandamplitude.Theformulaoftheviscousdampingmodelisproducedforengineeringapplication.TheresultshowsthattheVDwallhasagooddampingpropertyfortallbuildinginshearingldeformation.ItisshownthattherotationmotionhasobviousaffectonthedampingpropertyoftheVDwal1.Theconclusionscanbeapplieoltodynamicdesignforearthquakeandwind-inducedvibrationcontroloftallbuildings.Keywords: vibration; structurldynamics; highbuilding; damping section One of the side sheets . male . Ph.D, Associate Professor. August 1962 students. Phone : (025) 4890140; E-mail: [link widoczny dla zalogowanych]; P.f {j {}} t-}}; OOgnnNUnOAdnUnOAOy know . hi gZgnnN}} l} I
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