简介:由于跨江桥梁钢箱梁吊装工艺的特殊性,施工过程中对水域通航产生碍航,为避免产生船舶碰撞事故,本文以虎门二桥所跨坭洲桥梁处为横截面的船舶AIS数据为基础,针对桥梁建设中的水上交通环境在时间上划定阶段性、在空间上划定区块性进行分析,针对性提出临时交通管制、推荐航路航道转换等面向水上交通风险的对策.研究成果为海事监管部门提供了实践性指导意见,减小了对桥梁周围水域航行船舶碍航性及降低警戒力量的投入,所提出的移动安全作业区、航路转换、合理布置警戒力量等通航安全保障措施以期为同类施工作业提供基于情景案例的实践参考.
简介:Inordertostudytheeffectsofwetcompressiononatransoniccompressor,afull3-Dsteadynumericalsimulationwascarriedoutundervaryingconditions.Differentinjectedwaterflowratesanddropletdiameterswereconsidered.Theeffectofwetcompressionontheshock,separatedflow,pressureratio,andefficiencywasinvestigated.Additionally,theeffectofwetcompressiononthetipclearancewhenthecompressorrunsinthenear-stallandstallsituationswasemphasized.Analysisoftheresultsshowsthattherangeofstableoperationisextended,andthatthepressureratioandinletairflowratearealsoincreasedatthenear-stallpoint.Inaddition,itseemsthatthereisanoptimumsizeofthedropletdiameter.
简介:教育部副部长袁贵仁在2005年12月4日举行的“中国高等教育学会后勤管理分会成立20周年庆祝大会暨高校后勤改革发展论坛”中指出:就全国而言,高校后勤社会化改革还远未完成,不少高校的后勤管理体制和运行机制还没有实现质的变化。后勤虽然已不是制约高等教育发展的“瓶颈”,但依然在较大程度上制约着高等教育的发展,后勤社会化的深入推进还面临着一系列困难。解决当前高校后勤中存在问题的根本出路,在于深化社会化改革。高校后勤社会化改革的目标,是要建立“市场提供服务,学校自主选择,政府宏观调控,行业自律管理,职能部门监管”的新型高校后勤保障体系,
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.