简介:当一条管道在一张不平的波动海床上被生时或当胀起弄弯由于抑制热扩大发生时,跨度发生。这不仅在跨度节在流动线上导致静态、动态的负担,而且产生旋涡导致了颤动(VIV),它能导致疲劳问题。如果没适当地预言并且控制,现象将否定地影响管道正直,导致昂贵的补习和干预工作。跨度分析能是复杂的由:长跨越长度,一张不平的海床引起的很多跨度,和多跨度相互作用。另外,当土壤不确定性,具体降级和未知剩余躺了时,复杂性能更繁重、挑战性紧张在分析被考虑。这篇论文描述最近的开发和被开发了在复杂边界下面模仿一根流动线的跨度反应并且装载的有限元素分析节目调节的‘state-of-the-art'。VIV并且直接波浪装载在分析被捕获,结果顺序为最终的限制状态(ULS)被使用检查和疲劳生活计算。
简介:Inrecentyears,thezero-spantensiontechniqueofpaperandpulp-makingindustrywasappliedtowoodindustryforindirectlytestingthelongitudinaltensilestrengthoftracheids.Inthispaper,thistechniquewasusedtotestthelongitudinaltensionstrengthoftracheidsforChinesefirspecimenswithdifferentwidths.Theresultsshowedthataveragetensionstrengthwas357.39MPa.Theorderofaveragetensionstrengthoftracheidswas:3mm>12mm>6mm>9mm>7.5mm.But,earlywoodsamplesfrequ...
简介:Basedontheseismicresponsecharacteristicsofspaceframestructures,anewtypeofseismicisolationbearingdefinedasathree-dimensionalseismicisolationbearing(3DSIB)isdevelopedinthispaper.Thebearingoffersexcellentpropertiessuchasmulti-dimensionalseismicisolation,reasonablerotationcapability,goodabilitytoresistliftingload,uncoupledstiffnessinhorizontalandverticaldirections,etc.Inthe3DSIB,thehorizontaldimensionisdesignedbycombiningtheTeflonslidingdeviceandhelicalspring,whiletheverticaldimensionisdevelopedbyintroducingdiskspringsorhelicalsprings.Themathematicalmodelofthe3DSIBwasestablishedanditsperformancewiththecriticalparameterswastestedonashakingtable.Furthermore,the3DSIBwasappliedina120mspanhangarstructureandsimulatedusingSAP2000softwaretoevaluateitsperformanceinpracticalstructures.Theperformanceofthestructureswithandwithout3DSIBwascompared.Itisshownthatthehangarstructurewith3Dbearingsachievesabetterperformance.Theaxialforceandaccelerationresponseofthestructureswith3DSIBareeffectivelyreduced,whilethedisplacementresponseofthebearingiswithinthepredeterminedrange.
简介:ThispaperdealswiththeCauchyproblemforadoublysingularparabolicequationwithaweightedsource■whereN≥1,1
max{0,3-p-p/N}satisfying2
1,andα>N(3-p-m)-p.Wegivethesecondarycriticalexponentonthedecayasymptoticbehaviorofaninitialvalueatinfinityfortheexistenceandnon-existenceofglobalsolutionsoftheCauchyproblem.Moreover,thelifespanofsolutionsisalsostudied.更多还原
简介:广泛的试验性、理论的研究研究被承担学习在一个主要机场的休息室要过去常的一个长跨度的对的具体地板系统的颤动有用性。明确地,跳影响测试被执行获得地板形式的参数,由山峰加速的分发的分析列在后面。跑的测试也被执行捕获加速回答。对的具体地板被发现有低基本自然频率(8.86Hz)相应于2.17%的平均形式的抑制比率。系数rp为跑为最大的root-mean-square加速的方便计算被建议。在理论分析,在运用刺激下面的对的具体地板与简单地支持的边被当作一个二跨度的连续各向异性的矩形的盘子。计算分析结果(自然频率和root-mean-square加速)与试验性的同意很好。分析途径因此被验证。
简介:Thelong-spanbridgeresponsetononstationarymultipleseismicrandomexcitationsisinvestigatedusingthePEM(pseudoexcitationmethod).Thismethodtransformsthenonstationaryrandomresponseanalysisintoordinarydirectdynamicanalysis,andtherefore,theanalysiscanbesolvedconvenientlyusingtheNewmark,Wilson-θschemesorthepreciseintegrationmethod.Numericalresultsoftheseismicresponseforanactuallong-spanbridgeusingtheproposedPEMaregivenandcomparedwiththeresultsbasedontheconventionalstationaryanalysis.Fromthenumericalcomparisons,itwasfoundthatboththeseismicspatialeffectandthenonstationaryeffectarequiteimportant,andthatbothstationaryandnonstationaryseismicanalysisshouldpayspecialattentiontothewavepassageeffect.
简介:新结构的材料的增加的力量和新结构的跨度,为更大的苗条由美学要求伴随了,正在导致长跨度的结构的更多的应用。在这份报纸,有用性控制技术和它的设计理论被学习。首先,一篇小说调节了质量更潮湿(TMD)与可控制的僵硬被开发。第二,为为导致人的负担建模的方法被建议,包括站起来,走,跳并且跑,并且为长跨度的地板反应的一个分析方法基于一个有限元素模型被建议。第三,为就人的舒适而言与一个多重TMD(MTMD)系统安装的长跨度的地板的一个设计方法被介绍,主要基于存在的研究文学。最后,一个图案,分析和领域测试包括北京奥林匹克派克公民会议中心,长沙新火车站和Xian在中国用几座大规模大楼被进行北火车站。分析并且MTMD系统用建议方法设计了的领域测试结果表演能够有效地减轻长跨度的地板结构的垂直颤动。在这份报纸介绍的学习为这些结构为类似的长跨度的地板的颤动有用性和控制系统的设计的分析提供重要引用。
简介:Theauthorconsidersthelife-spanofclassicalsolutionstoCauchyproblemforgeneralfirstorderquasilinearstrictlyhyperbolicsystemsintwoindependentvariableswith"slow"decayinitialdata.Byconstructinganexample,firstitisillustratedthattheclassicalsolutiontothiskindofCauchyproblemmayblowupinafinitetime,evenifthesystemisweaklylinearlydegenerate.Thensomelowerboundsofthelife-spanofclassicalsolutionsaregiveninthecasethatthesystemisweaklylinearlydegenerate.Theseestimatesimplythat,whenthesystemisweaklylinearlydegenerate,theclassicalsolutionexistsalmostgloballyintime.Finally,itisprovedthatTheorems1.1-1.3in[2]arestillvalidforthiskindofinitialdata.
简介:TherigidcentralbuckleemployedintheRunyangSuspensionBridge(RSB)wasthefirsttimeitwasusedinasuspensionbridgeinChina.ByusingaspectralrepresentationmethodandFFTtechniquecombinedwithmeasureddata,a3Dfluctuatingwindfieldconsideringthetowerwindeffectissimulated.AnovelFEmodelforbuffetinganalysisisthenpresented,inwhichaspecificuser-definedMatrix27elementinANSYSisemployedtosimulatetheaeroelasticforcesanditsstiffnessordampingmatricesareparameterizedbywindvelocityandvibrationfrequency.Anonlineartimehistoryanalysisiscarriedouttostudytheinfluenceoftherigidcentralbuckleonthewind-inducedbuffetingresponseofalong-spansuspensionbridge.Theresultscanbeusedasareferenceforwindresistancedesignoflong-spansuspensionbridgeswitharigidcentralbuckleinthefuture.
简介:基于Wishart分类器的全极化SAR图像H/α分类方法应用于海岸线分类,可区分不同海岸线类型。在聚类过程中,传统H/α-Wishart方法时常将各类聚类中心对应的散射机理混淆,使得同为单次面散射的淤泥质与砂质海岸线类别难以区分。针对此问题,提出了改进型的辅助分层分类方法。算法运用单次反射特征值相对差异度与极化总功率系数构成的二维特征空间,结合支持向量机得到最优分界判据,以分离初始分类结果中混淆的淤泥质与砂质海岸线。实验表明,改进方法能够有效区分淤泥质与砂质岸线,分类混淆矩阵对应kappa系数由0.794提升至0.853,分类识别率得到显著提高。