学科分类
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10 个结果
  • 简介:说起VTS,可能有人不是很了解。VTS是英文“VesselTrafficService”的缩写,直译成中文就是“船舶交通服务”的意思。2014年3月18日,由江苏海事局和第724研究所联合研发的国产VTS系统通过了中国航海学会组织的科技成果鉴定。鉴定会上,中国工程院院士贲德先生说到:“国产VTS系统实用性很强,可以推广到国内各个河道和港口,也可以推广到海上。”

  • 标签: VTS系统 国产 中国工程院院士 SERVICE 船舶交通服务 科技成果鉴定
  • 简介:文章介绍了快速绘制的内力图的教学方法,利用该方法学生能够快速掌握绘制内力图的规律,能在不列方程情况下,迅速地绘出复杂外力作用下的内力图,并以实例说明该方法的有效性。

  • 标签: 内力图 教学方法研究
  • 简介:文章结合某桥梁工程的施工,对现浇连续箱跨城市道路的门洞支架进行了设计,并着重对门洞支架的强度、刚度及稳定性进行了验算以确保工程施工的安全,同时阐述了门洞支架搭设的施工要点,为类似工程施工提供了借鉴。

  • 标签: 现浇箱梁 门洞 设计 施工
  • 简介:2月1日,交通部海事局党委书记晓安到东港海事处督导电煤运输工作。在听取东港海事处关于保障电煤运输工作的汇报后,他肯定了东港海事处为保障电煤运输所采取的措施,并为东港海事处题词——“中国海事电煤运输保障第一处”。梁书记强调,保障电煤运输畅通要政治意识到位,大局意识到位,责任意识到位,要做打硬仗的长期准备,

  • 标签: 电煤运输 保障工作 督导 运输工作 海事局
  • 简介:Theextendingofacantileverandtransversemovingofadrillingfloorenablethejack-uptooperateinseveralwellpositionsaftertheJack-uphaspitched.Thecantileverallowableloadnephogramisthecriticalreferencewhichcanevaluatethejack-up’sdrillingability,designthecantileverstructureandinstructajack-upmanagertomaketheoperationssafe.Theintentofthispaperistoexploretheinterrelationshipsbetweenthecantileverposition,drillingfloorandtheloadsincludingwindforce,thestandset-backweightetc.,throughanalyzingthestructureandloadcharacteristicsofthex-typecantileverandthesimplifiedmechanicsmodelwiththerestrictionofthemaximummomentcapacityofthecantileversinglesidebeam.Referringtoseveraltypicalpositiondesignsloadvalues,thecantileverallowableloadnephogramisobtainedbyusingthesuitableinterpolationmethod.Thepapergivesamethodforcantileverallowableloaddesign,whichisprovedreliableandeffectivebythecalculationexample.

  • 标签: JACK-UP CANTILEVER EXPAND CANTILEVER allowable load
  • 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.

  • 标签: Compliant TOWER TIMOSHENKO beam Rayleigh-Ritzmethod ECCENTRIC