简介：在海底悬跨管道安装和操作过程中会产生的高轴向力和高压力,功能载荷对管道涡激振动的影响不可忽略.本文首先基于Hamilton原理,推导并求解了简单支撑的输液张力管道自由运动方程,在此基础上利用DNV-RP105规范评估悬跨涡激振动响应,对悬跨管道受不同功能载荷(特别是有效轴向力和内流流速)进行计算.结果显示功能载荷通过改变管道的固有频率来影响涡激振动响应,而且由于实际内流流速一般不高,其影响较有效轴向力要弱.结果可以为悬跨管道的许用长度选取提供参考.

简介：大型沉管隧道管段的沉放是沉管隧道施上中的关键环节之一。为了解沉管隧道管段沉放过程中的运动特性，对舣驳船施工沉放的沉管隧道管段进行了频域计算分析。基于线性波理论和三维分布源法，计算得到波浪作用下沉管管段沉放过程中的波浪荷载及频域运动响应。计算中假定驳船本身的运动较小，忽略了驳船的运动对管段运动响应的影响，缆绳作用力山静力学方法计算。计算结果表明，沉管受到的波浪荷载在靠近水面的位胃较大，并随着沉管沉放深度的增加而减小；随着波浪周期的增大，沉管受到的波浪荷载先增大而后减小；沉管的运动响应一般存离水面近的位置较大，并随着沉放深度的增加而减小。

简介：以某工程船钢桩为例,通过非线性数值分析方法,考虑桩土相互作用对复杂载荷作用下的钢桩动力响应问题进行了分析研究,分析表明固桩缓冲区材料参数、波浪参数（浪向角、有义波高及过零周期）等等都具有较为明显的影响,相关研究结果可为类似工程装备钢桩设计提供参考.

简介：为了降低工艺管道流体诱发振动导致的疲劳风险,借鉴英国HSEEI指南的方法原理,综合考虑流体流动状态、物性参数、管道布置等因素,通过引入疲劳风险值（ROF）量化评估流激振动疲劳风险,从而确定分析计算工艺管道流体诱发振动导致疲劳风险的评估方法,并对潜在疲劳风险较大的管线给出对应的优化改进措施,以减轻及预防流激振动疲劳。

简介：Thispaperpresentsananalyticalstudyontheinfluenceofedgerestrainingstiffnessonthetransversevibrationsofrectangularplatestructure.AnimprovedFourierseriesmethodwasemployedtoanalyzethetransversevibrationofplatestructurewithgeneralelasticallyrestrainedboundaryconditions.AlinearcombinationofadoubleFourierseriesandeightauxiliarytermswassoughtastheadmissiblefunctionoftheflexuraldisplacementoftheplate,eachtermbeingacombinationofapolynomialfunctionandasinglecosineseriesexpansion.Theauxiliarytermswereintroducedtoensureandimprovethesmoothnessoftheoriginaldisplacementfunctionanditsderivativesattheboundaries.Severalnumericalexamplesweregiventodemonstratethevalidityandaccuracyofthecurrentsolution.Theinfluencesoftranslationalandrotationalstiffnessonthenaturalfrequenciesandmodeshapesofplatewereanalyzedbynumericalresults.Theresultsshowthatthetranslationalstiffnesshasbiggerinfluenceonthenaturalfrequenciesthantherotationalstiffness.Itisgenerallywellknownthatlittlechangeoftherotationalstiffnesshaslittleinfluenceonthemodeshapesofplate.However,thecurrentworkshowsthataverylittlechangeofrotationalstiffnessvaluemayleadtoalargechangeofthemodeshapesofasquareplatestructure.

简介：Fishareabletomakegooduseofvortices.Inacomplexflowfield,manyfishcontinuetomaintainbothefficientcruisingandmaneuverability.Traditionalman-madepropulsionsystemsperformpoorlyincomplexflowfields.Withfish-likepropulsionsystems,itisimportanttopaymoreattentiontocomplexflowfields.Inthispaper,theinfluenceofvorticesonthehydrodynamicperformanceof2-Dflapping-foilswasinvestigated.Theflapping-foilheavedandpitchedundertheinfluenceofinflowvorticesgeneratedbyanoscillatingD-sectioncylinder.Anumericalsimulationwasrunbasedthefinitevolumemethod,usingthecomputationalfluiddynamics(CFD)softwareFLUENTwithReynolds-averagedNavier-Stokes(RANS)equationsapplied.Inaddition,dynamicmeshtechnologyandpostprocessingsystemswerealsofullyused.Thecalculationsshowedfourmodesofinteraction.Thehydrodynamicperformanceofflapping-foilswasanalyzedandtheresultscomparedwithexperimentaldata.Thisvalidatedthenumericalsimulation,confirmingthatflapping-foilscanincreaseefficiencybyabsorbingenergyfrominflowvortices.

简介：从情景视角对水上交通突发事故开展探讨,为水上交通应急响应处理水平提供新思路.采用案例研究方法,以情景的元素构成和情景时序关联,构建基于“情景—应对”的水上交通突发事件应急响应风险决策分析模型.通过对“11·27”伶仃洋货轮碰撞事故案例研究发现:情景的构成主要包括三个维度,即环境、突发事件和应急管理,每个维度下面又包含不同的属性与特征;建立突发事件应急响应机制,构建应急流程,为面对同源水上交通突发事故的处置提供了可复制性.

简介：Basedontheprincipleofimpedancemismatching,theperformanceofrigidvibrationisolationmassinimpedingvibrationwavepropagationwasdiscussedfromtheperspectiveofwaveapproach.BasedonFEM,theinfluenceofitsweightaswellasthecross-sectionshapeparametersontheisolationperformanceofrigidvibrationisolationmasswasstudiedthroughnumericalsimulation.Theresultsshowthatrigidvibrationisolationmasscaneffectivelyimpedethepropagationofthemediumandhighfrequencyvibrationwaves,andtheheavierthevibrationisolationmass,thebettertheisolationperformance.Forlowfrequencywaves,thevibrationisolationeffectisnotsoobvious;forarectangularvibrationisolationmass,theisolationperformancecouldbeeffectivelyimprovedbyincreasingthecross-sectionheightandreducingthecross-sectionwidth.Ausefulreferencewasprovidedfortheapplicationofrigidvibrationisolationmassestothevibrationisolationandnoisereductionofshipstructure.

简介：近年来，随着深海石油工业的发展，立管的涡激振动现象越来越受学者们关注．使用RANS方程求解器，并结合SSTκ-ω湍流模型，对横向和流向自然频率比为1的低质量比弹性支撑圆柱体的两自由度运动进行了数值模拟，计算雷诺数范围为5300至32000．采用四阶Runge—Kutta方法求解柱体的振动方程．并结合近期物理实验结果对升力系数、阻力系数、位移和尾涡模式进行了详细比较和讨论．较好地再现了试验观察到的锁定、迟滞、差拍等现象。

简介：利用Matlab工具箱编写程序对MTU16V396TC53柴油发电机组的双层隔振系统进行计算,分析了采用不同中间质量、钟状罩刚度、上下减震器的刚度及减振器阻尼系数等对隔振效果的影响,为该机组的隔振器选用提供参考依据.

简介：采用系统识别的方法对双自由度圆柱体的涡激振动特性进行了分析研究．试验是在美国麻省理工大学开展，在得到的圆柱体涡激振动轨迹中，由于受到试验条件的影响，如自由液面和水池池底，得到的轨迹并非对称的“8字形”．因此首先对原始试验结果进行了分解，得到其傅里叶级数展开形式，然后采用了系统识别的方法对其进行分解，分别得到对称和非对称的试验结果，并认为对称的结果为理想或深海条件下圆柱体的涡激振动轨迹，而在自由液面和水池池底等其他因数的干扰下，产生了非对称的试验结果．

简介：Acomplianttowerismodeledasapartiallydry,partiallytapered,dampedTimoshenkobeamwiththesuperstructuremodeledasaneccentrictipmass,andanon-classicaldampedboundaryatthebase.Thefoundationismodeledasacombinationofalinearspringandatorsionalspring,alongwithparallellinearandtorsionaldampers(Kelvin-Voigtmodel).Thesuperstructureaddstothekineticenergyofthesystemwithoutaffectingthepotentialenergy,therebyreducingthenaturalfrequencies.Theweightofthesuperstructureactsasanaxialcompressiveloadonthebeam,reducingitsnaturalfrequenciesfurther.Theemptyspacefactorduetothetruss-typestructureofthetowerisincluded.Theeffectofsheardeformationandrotaryinertiaareincludedinthevibrationanalysis;withthenon-uniformbeammode-shapesbeingaweightedsumoftheuniformbeammode-shapessatisfyingtheendcondition.TheweightsareevaluatedbytheRayleigh-Ritz(RR)method,andverifiedusingfiniteelementmethod(FEM).Theweightofthesuperstructureactsasanaxialcompressiveloadonthebeam.Kelvin-Voigtmodelofstructuraldampingisincluded.Apartofthestructurebeingunderwater,thevirtualaddedinertiaisincludedtocalculatethewetnaturalfrequencies.Aparametricstudyisdoneforvariousmagnitudesoftipmassandvariouslevelsofsubmergence.ThecomputationalefficiencyandaccuracyoftheRayleigh-Ritzmethod,ascomparedtotheFEA,hasbeendemonstrated.Theadvantageofusingclosed-formtrialfunctionsisclearlyseenintheefficacyofcalculatingthevariousenergycomponentsintheRRmethod.