简介:结合桥址处实际工程条件,某跨海大桥主桥选取了286m跨下承式双边钢箱主梁提篮拱桥及(125+286+125)m双塔三跨双索面预应力混凝土梁斜拉桥2种桥型方案进行研究比选;对下承式提篮拱桥方案,提出了4种总体施工方案进行研究比选;设计推荐采用拱轴系数1.5、矢跨比1/5、陀螺形钢箱截面拱肋及双边钢箱主梁的286m跨下承式提篮拱桥,提出采用半潜驳船并利用潮汐差进行拱梁整体浮运架设施工。针对该桥质量大、重心高、高桩承台及场地特征周期长等不利抗震条件,采用球型钢支座及纵向粘滞阻尼器共同进行减隔震,并采用非线性时程法及时域显式降维迭代随机模拟法,分别进行减隔震元器件参数优化及结构抗震分析;计算结果显示,拱桥结构响应对粘滞阻尼器阻尼系数C较敏感,对速度指数a敏感性较小,设置减隔震系统后,主梁的纵桥向位移得到明显控制,降幅达到61.5%,拱肋轴力降低5.7%~19.6%,拱肋弯矩降低8.9%~59.0%,拱脚处内力降幅最大,主桥抗震满足要求。
简介:Inconsideringthetheoryofstructuraldynamicoptimizationdesign,adesignmethodofthestructuralstyleofshipcompositebracewithrigidvibrationisolationmasswasstudied.Twokindsofstructuraldynamicoptimizationformulationsminimizingthevibrationaccelerationofthenon-pressurehullontherestrainingconditionofthegrossweightoftheshipcabinwereestablished:1)dynamicoptimizationofthesectionaldimensionsoftherigidvibrationisolationmassinthecompositebrace;2)dynamicoptimizationofthearrangingpositionoftherigidvibrationisolationmass.Throughtheoptimizationresults,sectionaldimensionsandthearrangingpositionoftherigidvibrationisolationmasswithbetterperformanceinreducingvibrationweregained,andsomereferencewasprovidedforpracticalengineeringdesignsaswellasenrichmentofthedesignmethodofanovelshipvibration-isolationbrace.
简介:Rigidblockingmassesarelocatedinthetypicalbasestructureofapowercabinbasedontheimpedancemismatchprinciple.Bycombiningtheacoustic-structuralcouplingmethodandstatisticalenergyanalysis,thefull-bandvibrationandsoundradiationreductioneffectofvibrationisolationmasseslocatedinabasestructurewasresearched.Theinfluenceoftheblockingmass’cross-sectionsizeandshapeparametersandthelayoutlocationofthebaseisolationperformancewasdiscussed.Furthermore,theeffectivenessofrigidvibrationisolationdesignofthebasestructurewasvalidated.Theresultsshowthatthemediumandhighfrequencyvibrationandsoundradiationofapowercabinareeffectivelyreducedbyablockingmass.Concerningweightincrementandsectionrequirement,suitablyincreasingtheblockingmasssizeandsectionheightandreducingsectionwidthcanresultinanefficiency-costratio.
简介:OnMarch26,2010anunderwaterexplosion(UWE)ledtothesinkingoftheROKSCheonan.TheofficialMultinationalCivilian-MilitaryJointInvestigationGroup(MCMJIG)reportconcludedthatthecauseoftheunderwaterexplosionwasa250kgnetexplosiveweight(NEW)detonationatadepthof69mfromaDPRK'CHT-02D'torpedo.KimandGitterman(2012a)determinedtheNEWandseismicmagnitudeas136kgatadepthofapproximately8mand2.04,respectivelyusingbasichydrodynamicsbasedontheoreticalandexperimentalmethodsaswellasspectralanalysisandseismicmethods.ThepurposeofthisstudywastoclarifythecauseoftheUWEviamoredetailedmethodsusingbubbledynamicsandsimulationofpropellersaswellasforensicseismology.Regardingtheobservedbubblepulseperiodof0.990s,0.976sand1.030swerefoundincaseofa136NEWatadetonationdepthof8musingtheboundaryelementmethod(BEM)and3Dbubbleshapesimulationsderivedfora136kgNEWdetonationatadepthof8mapproximately5mportsidefromthehullcenterline.Hereweshowthroughanalyticalequations,modelsand3Dbubbleshapesimulationsthatthemostprobablecauseofthisunderwaterexplosionwasa136kgNEWdetonationatadepthof8mattributabletoaROKlittoral'landcontrol'mine(LCM).
简介:位于日本大阪市的GIC股份公司,于今年4月向市场推出一款按“片由右京理念”设计、配有“FDB20TURBO-MODE”助力推进器、取名为“UGO”的全避震折叠式电动自行车。由于这款新型白勺电动自行车配有可快速折叠到位的折叠机构、后劲十足的“TURBO—MODE”助力推进器以及“智商”较高的“智能型”传感器,因