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简介：Alaboratoryexperimentwasconductedinsideawindwavetanktoinvestigatethewaveinducedturbulence.Inthisexperiment,thewavesurfaceelevationandvelocitybeneaththewatersurfaceweremeasuredsimultaneouslytoinvestigatetherelationbetweenthewavestatusandwaveinducedturbulence.TheprofileoftheturbulentdissipationrateandReynoldsstresswerecalculatedusingexperimentaldata.Theeffectofthewavestatusonturbulenceisinvestigatedwithregardtothewindwave,swell,andmixedwaveconditions.Itwasdepictedthattheturbulencedecreasedwithincreasingdepthfromthewatersurfaceandthattheturbulencethatwasinducedbyawavewithlargerwavelengthandwaveheightismuchstrongerforthesamewavestatus.Finally,weobservedthatthewindwaveismoreeffectiveinactivatingthewaveinducedturbulence.

简介：大Wenchuan()地震导致了山崩的大数量。他们广泛地被散布并且引起巨大的损坏。这些导致地震的山崩的滑动机制和特征与常规严肃山崩的那些不同。他们的出现被强大的地震显然控制，并且他们被高势能滑动并且喷射滑动描绘。在这篇文章，导致地震的山崩被分类，滑动和这些山崩的破坏的特征被描述，并且在地震之间的关系和山崩被分析。Donghekou()山崩被用作一个例子描绘移动迅速的长途的导致地震的喷射滑动和山崩。这研究建议与导致地震的山崩有关的许多现象和问题在当前的识别和知识以外，并且新方法论应该被采用在山崩的发展把地震的效果看作首要的因素。而且，移动迅速的长途的导致地震的山崩的学习能也使旧、古老的山崩的形成清楚些。

简介：Theman-inducedsedimentdisasterincludesmaterialerosion,transportationandaccumula-tionbyhumanactivities.Itpossessesspecialattributeinsociologyanddisasterscience.Inaccordancewithhumanactivities,geomorphologiclocation,behaviorandparticular,theman-inducedsedimentdisastercanbedividedinto4types:thedrainagenetwork,slopeandgully,channelandplain-estu-au-coastline.Eachtypeincludeserosion,transportation,accumulation,complexityandcascading.Basedonhumanactivity,geomorphology,sedimentmechanicsandcatastrophology,theman-inducedsedimentdisasterischaracterizedasfollows:(1)acceleratingtendencywithgeographicalzoningback-ground;(2)non-ordercharactersbyblindactionwithoutspecialtechnicaltraining;(3)graduallyandsharplychangingwithhumanenvironmentvibration;and(4)complexityandnon-linearfigure,etc.Oneofthereasonsleadingtoman-inducedsedimentdisasterishumanenvironmentvibration.

简介：ＩＮＴＥＲＨＥＭＩＳＰＨＥＲＩＣＥＦＦＥＣＴＯＦＤＩＡＢＡＴＩＣＡＬＬＹＩＮＤＵＣＥＤＬＩＮＥＡＲＳＴＡＴＩＯＮＡＲＹＷＡＶＥＳ￥ＰｅｎｇＴａｏｙｏｎｇ彭涛涌（ＧｕａｎｇｚｈｏｕｉｎｓｔｉｔｕｔｅｏｆＴｒｏｐｉｃａｌａｎｄＯｃｅａｎｉｃＭｅｔｅｏｒｏ...

简介：Basedonthesphericalcavityexpansiontheoryintheelastichalfspace,thegroundsurfacemovementcharacteristicsofshallowlyburiedexplosionsareanalyzed.TheresultsshowthattheinducedseismicwaveisalongitudinalwaveinthenearzoneandaRayleighwaveinthefarzone.Themaximumdisplacement(velocity)ofthelongitudinalwaveandtheRayleighwaveareinverselyproportionaltothescaleddistance,andcanbedescribedbyexponentialfunctionwithexponentsequalto1.4and0.5,respectively.Thevibrationfrequenciesofthewaveshavealmostnochange.Thevibrationfrequencyofthelongitudinalwaveapproximatesthenaturalvibrationfrequencyofthecavityinthebrokenarea,andthevibrationfrequencyoftheRayleighwaveisabouthalfthatofthelongitudinalwave.Onthesamereducedburieddepthandreduceddistance,theparticledisplacementisdirectlyproportionaltotheproductoftheboundaryloadingandcavityradius,andisinverselyproportionaltothetransversalwavevelocity.Meanwhile,theparticlevelocityisdirectlyproportionaltotheboundaryloadingandinverselyproportionaltothewavevelocityratio.Inthefarzone,theburieddepthoftheexplosiveonlyhasaslighteffectonthelongitudinalwave,buthasalargereffectontheRayleighwave.

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简介：Thispaperpresentsreal-timemonitoringdataandanalysisresultsofthenon-stationaryvibrationsofanoperationalwindturbine.Theadvancedtime-frequencyspectrumanalysisrevealsvariednon-stationaryvibrationswithtimevaryingfrequencies,whicharecorrelatedwithcertainsystemnaturalmodescharacterizedbyfiniteelementanalysis.Undertheeffectsofstrongwindload,thewindturbinesystemexhibitscertainresonancesduetobladepassingexcitations.Thesystemalsoexhibitscertaininstabilitiesduetothecouplingofthetowerbendingmodesandbladeflapwisemodewithbladepassingexcitationsunderthevariationofwindspeed.Ananalyticalmodelisusedtoelaboratethenon-stationaryandinstabilityphenomenaobservedinexperimentalresults.ThepropertiesofthenonlinearinstabilitiesareevaluatedbyusingLyapunovexponentestimation.

简介：震荡器刺激在不同频率的表面下的接口而且电磁波上产生波浪领域的不仅思考和折射。在这篇论文，我们在自发的潜在的地上探讨导致颤动的效果。自发的潜在的领域上的可控制的颤动的效果在真实的地下面被学习地质的条件。试验性的数据证实自发的潜在的领域上的导致颤动的效果确实在领域条件下面存在。在很长时间间隔上监视记录在那里显示出那存在在自发的潜力上的导致颤动的效果的三个信息地区回答。这些是变化信号的地区，极端马厩的地区，和松驰恢复地区。与不同好地点的数据结合了，这被结束在信息地区的异例的变化时间的特征仔细与表面下的液体(油和水)的性质有关。

简介：在现在的学习，旋涡在开的隧道流动被产生，跨流动的柱体在床附近水平地安装了。沉积拾起率然后下游地在隧道床上被测量用一部沉积电梯的柱体。拾起率面对旋涡指数地增加的试验性的数据表演。二种不同关系能清楚地为没有障碍的流动在拾起率和streamwise速度变化，为妨碍柱体的流动的变化和其它的最大的root-mean-square(rms)价值之间被观察。结果暗示导致旋涡的沉积拾起不能基于传统的边界层理论被解释。

简介：Thispaperdealswiththepredictionofpotentiallymaximummagnitudeandorigintimeforreservoirinducedseismicity(RIS).ThefactorandsignofseismologyandgeologyofRIShasbeenstudied,andtheinformationquantityformagnitudeofinducedseismicityprovidedbythemhasbeencalculated.Intermsofinformationquan-titythebiggestpossiblemagnitudeofRISisdetermined.Thechangesofseismicfrequencywithtimearestudiedusinggreymodelmethod,andthetimeofthebiggestchangerateistakenasoriginaltimeofthemainshock.ThefeasibilityofmethodsforpredictingmagnitudeandtimehasbeentestedforthereservoirinducedseismicityintheXinfengjiangreservoir,ChinaandtheKoynareservoir,India.

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简介：Ahybridcontrolplatformisinvestigatedinthispapertomitigatemicrovibrationstoagroupofvibrationsensitiveequipmentinstalledinamicroelectronicsfacilitysubjecttonearbyroadvehicle-inducedhorizontalandverticalgroundmotions.Thehybridcontrolplatform,onwhichmicroelectronicsequipmentisinstalled,ismountedonabuildingfloorthroughaseriesofpassivemountsandcontrolledbyhydraulicactuatorsinbothhorizontalandverticaldirections.Thecontrolplatformisanelasticbodywithsignificantbendingmodesofvibration,andasub-optimalcontrolalgorithmisusedtomanipulatethehydraulicactuatorswithactuatordynamicsincluded.Thefiniteelementmodelandtheequationsofmotionofthecoupledplatform-buildingsystemarethenestablishedintheabsolutecoordinatetofacilitatethefeedbackcontrolandperformanceevaluationoftheplatform.Thehorizontalandverticalgroundvibrationsatthebaseofthebuildinginducedbynearbymovingroadvehiclesareassumedtobestationaryrandomprocesses.Atypicalthree-storymicroelectronicsbuildingisselectedasacasestudy.Thecasestudyshowsthattheverticalvibrationofthemicroelectronicsbuildingishigherthanthehorizontal.TheuseofahybridcontrolplatformcaneffectivelyreducebothhorizontalandverticalmicrovibrationsofthemicroelectronicsequipmenttothelevelwhichsatisfiesthestringentmicroscalevelocityrequirementspecifiedintheBoltBeranek&Newman(BBN)criteria.

简介：Casestudiesarepresentedfortwoconcretelinedchannelsshakenbystronggroundmotionsduringthe1994Northridgeearthquake,thehighspeedchannel(HSC)andbypasschannel(BC),ontheLosAngelesDepartmentofWaterandPower'sVanNormanComplex.Performancesofthesetwochannelsastheypassthroughdifferentsubsurfacematerialsidentifyseveralimportantseismicaspectsandthecriticalroleofgeotechnicalearthquakeengineeringinassessingchannelbehaviors.Preliminaryevaluationsusingdetailedmappingofchannelcracks,permanentgroundmovements,subsurfaceprofiles,andnearbystronggroundmotionrecordingsfromthe1994earthquakeshowthatthechannellinersmayhavebeendamagedfrombothtransientmotionsandpermanentgroundmovements.Damagefrompermanentgrounddeformationsisobviousbyobservation;thereforesimplifiedanalysesarepresentedonlyfortransientmovements.SitespecifictransientresponseanalysesareperformedtoprovideaninitialassessmentofthedifferingeffectsfromtransientandpermanentgroundmovementsonHSCandBClinerdamage.Thesecasestudiesarehelpfulforintroducingthepotentialforlifelinedamagefromtransientmovementswithinzonesofpermanentgroundmovement,aconceptnotwellunderstoodintheearthquakeengineeringcommunity.

简介：Thedynamicresponsesofoffshorefixedplatformsundericeloadsareanalysedinthispaper.Theresponsescalculatedincludethedisplacementandthehotspotstressesonthebasisofadynamicequationofice-inducedforcedvibrationforoffshorestructures.Theresultsobtainedcanbecitedandusedforthedesignandoperationofoffshorefixedplatformsagainsticeloading.

简介：Wave-inducedtransientresponseofdisplacements,effectivestressesandporepressureinsaturateseabedaresalvedbyaconsolidationfiniteelementmethod.Theinfluenceoftheresponsestothestabilityofseabedandcoastalstructuresisshownbyanimprovedslicemethodwithcirculararcslipsurface.Dynamicelasticconsolidationtheoryandlinearpermeabilitytheoryareemployedinthesolutionofseabedresponse.Theseabedcanbeconsistedoflayeredsoilwitharbitraryboundaries.Theactingwavecanberegularorirregular.Irregularwavepressureactingonthesurfaceofseabediscalculatedbylinearsuperpositionmethod.Wave-inducedexcessstressontheslipsurfaceisconsideredinthestabilityanalysis.Thespatialandtemporalvariationsofporepressureinsandyseabedcomparewellwithexperiment.Calculationsforaverticalbreakwatershowthatthesafetyfactorofseabedandstructurewilldecreaseifwave-inducedseabedresponseisconsidered.Thescopeofdecreaseismainlyre

简介：Maturationofthe4thphaseoocytesofmudskipperisinducedinvitrobysexpheromones,theextractofovary,testisandseminalvesicle,oxytocinianddeoxycorticosterone(DOC).Maturationratesofoocytesarerelatedtopheromonesandtheirdosages.ThesingleuseofprostaglandinE1(PGE1)isnoteffectiveintheinductionofmaturation,butthecombinationoIPGE1withHCGpromotesoocytematurationrates.Maturationisinducedbyinjectionsoftheextractoftheovaryatdosagesof0.01cm^3/afish,seminalvesicleextractatdosagesof0.1crn3/afish,testisextractatdosageof0.1cm^3/afish,orPGE1atdosageof10μg/fish,respectively.Amongthem,seminalvesicleextractisthemosteffectiveintheinductionofmaturation.Theartificialnests,withtheextractoftheovary,testisorseminalvesicleinside,attractmoreheterosexualmudskippersthanhomosexualmudskipperstoenter.Especially,theextractofseminalvesicleisthemosteffectiveinattractingfemales.Femalemudskipperscouldbeinducedtospawnbytheextractsofovary,testisandseminalvesicleplacedinsideboththeceramicandspongenests.Morespawnedeggsandhigherfertilizationratesareobservedintheceramicneststhaninthespongeones.

简介：Recenthigh-resolutiondeepseismicreflectionprofileacrosstheKunlunfaultinnortheasternTibetshowsclearlythattheMohoiscutoffbyacomplexthrustfaultsystem.Mohooffsetisageneralphenomenon,butlittleisknownaboutthedynamicmechanism.Inthisstudy,contactmodelswithMaxwellmaterialsareusedtosimulatethemechanicalprocessofMohooffsetinducedbytheaseismicslipofdeeplyburiedfaults.Basedontheseismicreflectiondata,weprojectasinglefaultmodelandacomplexfaultsystemmodelwithtwofaultsintersecting.ThedeformationsoftheMoho,theaseismicslips,andcontactstressesonfaultsindifferentmodelsarediscussedindetail.ResultsshowthattheMohooffsetmightbeproducedbyaseismicslipofdeeplyburiedfaults,andthemagnitudeisinfluencedbythefrictioncoefficientoffaultsandtheviscosityofthelowercrust.ThemaximumslipoccursneartheMohoonthesinglefaultoratthecrossingpointoftwointersectingfaultssystem.StressconcentratesmainlyontheMoho,thedeependoffaults,orthecrossingpoint.ThisstudywillthrowlightonunderstandingthemechanismofMohooffsetandaseismicslipofdeeplyburiedfaults.Theresultsofcomplexfaultsystemwithtwofaultsintersectingarealsousefultounderstandtheshallowintersectingfaultsthatmaycauseearthquakes.

简介：Theproblemoficeinducedvibrationiscommontooceanengineeringofcoldregioncountries.Tostudytheiceinducedvibrationofacompliantconicalstructure,aseriesofmodeltestshavebeenperformedandsomebreakthroughprogressesmade.Theicesheetbeforethecompliantconicalstructureisfoundtofailbytwo-timebreakinginthetests.Theprocessoftwo-timebreakingbehavesintwomodes,andthegeneralcontroloftheiceandstructuralconditionsdeterminethemodeinwhichtheiceforcewouldbehave.Twodynamiciceforcefunctionsareestablishedrespectivelyforthetwomodesoftwo-timebreakingprocessinthispaper.Thenumericalsimulationresultsareingoodagreementwiththemeasuredresults,indicatingthatthedynamiciceforcefunctionsgiveninthispapercanfullyreflecttherealsituationofthedynamiciceforceonacompliantconicalstructure.

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