简介:针对噪声同时依赖于状态和控制的It8型离散随机奇异系统,讨论其在有限时域内的非零和博弈问题.首先,讨论了单人博弈问题(离散随机奇异系统最优控制问题),即双人博弈的特殊情形,借鉴连续随机奇异系统的相关研究,利用配方法,得到了离散随机奇异系统单人博弈最优策略存在的充分条件等价于相应的差分方程存在解.在此基础上,通过转换方法,由单人博弈推广到两人博弈,得到了有限时间离散随机奇异系统非零和博弈问题的均衡解.该均衡解存在的充分条件等价于其相应耦合Riccati差分方程存在解,并给出了最优策略及最优值的表达式.
简介:船舶自动识别系统已广泛应用于船舶航运,但在水利滩涂圈围工程中引进与应用该系统尚属首次。上海横沙东滩圈围(七期)工程引进了船舶自动识别系统(AIS),作为安全管理技术人员,须全面掌握和熟练运用各项技术及管理措施。根据中国海事局的相关规范标准,该工程监理从过程管理的角度,制定了施工事前、事中、事后控制的监理流程及措施,较大提升了船舶航行安全的管控水平和船舶航行安全控制的技术水平。
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.