可修复系统可用性模型的建立与分析

从马尔可夫过程理论和系统工作的逻辑关系出发,分别导出了串、并联可修复系统可用性计算模型。在两者表达式不一致的情况下,运用数学分析的方法进行了对比,得出了两者之间差异可以忽略不计的结构,并通过典型情况下的转移概率矩阵的对比分析,找出造成差异的根源。     

连杆襟翼舵敞水试验研究

通过连杆襟翼舵的敞水试验,比较其与普通航的水动力性能,得到其参数对水动力影响,间接地分析了连杆襟翼舵与齿轮传动襟翼舵的水动力性能。为连杆襟翼舵的设计提供了试验基础。     

Research and Application Prospect of Computer Simulation on Heat Treatment Process

AseriesofgreatProgresseshavebeenachievedintheresearchofheattrCtoelltmathematicalmodelandcomPotersimulationduringrecellttenyears.ThecouPlingbforeentemPerthee-phasetransformation-stressl'-'],threedimensionalnon-linearFEManalysis[#-'],thecalculationofphasetransformationkinetics['-'],theeffectofstressonphasetransformationkineticsl,'-,,],thedealingwithabruPchangedboundnyconditionsl"#],thesimulationonfludfield["l,andotherinveshgationshavecarredout,andtheirachievementshaveProvidedasoundbasisfo…     

质子交换膜燃料电池电压模型研究

着重介绍了气体的工作压力对燃料电池极化电压的影响，设计了试验。根据试验结果，将理论、电气、试验3种方法相结合，提出了燃料电池电压理论－经验模型。验证结果表明，燃料电池极化电压模型能够描述燃料电池稳态输出特性，根据电化学理论提出的燃料电池极化电压理论－经验模型的方法是可行的。     

汽车主动悬架的理论分析及模型试验

本文介绍了近年来国外迅速发展的汽车主动悬架的基本理论、最优控制思想,特别是典型的LQG(线性、二次、高斯型)悬架最优控制问题。理论分析及模型试验结果表明,主动悬架具有优良的减振性能,在汽车悬架发展中具有很高的应用价值。     

赣州市赣南大道快速路（赣县段）总体设计

基于5M模型的安全分析方法不仅可以应用于轨道交通,也可以应用于日益复杂的整个城市道路交通系统安全分析、特别是针对道路交通环境、设施的建设与维护。     

Westward moving waves or eddies (Storms) on the Subtropical/Azores Front near 32.5°N? Interpretation of the Eulerian currents and temperature records at moorings 155 (35.5°W) and 156 (34.4°W)

Three Argos buoy-years of Lagrangian data in westward-moving cyclonic eddies, or Storms, near 32.5°N, together with hydrographic measurements, have shown that Storms move westward at nearly 3 km day⁻¹. Water in eddies can be trapped and moved westward by advection within the eddy or by phase propagation of the eddy pattern, so we cannot say that the flow field (or Eulerian mean) is 3 km day⁻¹ westward. Two moorings (155 and 156) deployed in the Storm Corridor have provided a further 8 instrument-years of Eulerian data. The temperature and current records confirmed that two Storms a year passed each mooring over the 2-year measurement period. As expected, there is a lag of 1.3 month at mooring 155 (which is 102 km to the west of mooring 156) with respect to conditions at mooring 156. The progressive vector diagrams (PVDs) derived from the current meter records exhibit fairly regular X (east or zonal) and Y (north or meridional) displacement scales that repeat with semi-annual periodicity (SAP). The dominant current signal is the north component of the SAP, which reaches an amplitude of 18 cm s⁻¹ for the upper layer or near surface current record (242-m depth). The geostrophic north component values derived from altimetry were in good agreement with the upper layer current meter measurements. The large north component amplitude was not interpreted as evidence for Rossby Waves but rather due to the passage of nine eddies (eight complete) of alternate sign (cyclonic, anticyclonic) passing the mooring rigs during the 2-year deployment period. The Y scale shows that the near surface characteristic or mean maximum azimuthal speed is about 35 cm s⁻¹ for cyclonic eddies or Storms, and that this value is reduced to 4 cm s⁻¹ at 1400-m depth. The residual or mean Eulerian currents range from 8 cm s⁻¹ for the upper layer currents to 1 cm s⁻¹ for the deeper currents at 1400-m depth and are predominantly westward. Simple theoretical considerations and idealised numerical simulations show that the mean westward Eulerian current depends markedly on whether the eddy centres pass to the north or south of the rigs. This raises the question as to what do we mean by Eulerian residual currents, even for relatively long records (2 years). It is shown that the strong near surface westward current (6 km day⁻¹) measured at mooring 155 is largely due to a westward-moving eddy field with variable centre offsets. The magnitude of the near surface east–west component of flow was estimated as eastward at 2 cm s⁻¹. The north–south component of mean flow was southward at 2 cm s⁻¹. The deeper records gave a weak westward flow of 1 cm s⁻¹ but did not show a significant southward component for the mean Eulerian flow field. 7.4 float-years of Lagrangian ALACE data in the Subtropical Front region near 740 dbar gave mean east–west flows that were <0.5 cm s⁻¹. Overall, it is shown that the eddy structures propagate westward mainly by phase propagation (i.e. a westward-moving pattern with no westward advection for the current meter to measure), though plane Rossby Wave dynamics appeared inappropriate. Theoretical and modeling considerations show that a speed of 3-km day⁻¹ westward is too large a value for the self-advection of eddies due to the beta effect.     

金水沟特大桥弹塑性抗震分析

为了深入了解高墩大跨预应力混凝土刚构连续梁桥在罕遇地震下结构的反应特征,利用Midas/Civil软件,混凝土和钢筋分别采用Mander本构关系和修正梅内戈托与平托本构关系,建立结构的纤维模型,对金水沟特大桥进行罕遇地震下的弹塑性抗震分析。分析结果表明,纤维模型可以有效模拟结构地震下的反应,在罕遇地震下的强度与变形均满足规范,满足"大震不倒"的抗震设防要求,并且还有一定的安全储备;对于金水沟这类高墩大跨刚构连续梁桥,横桥向墩底为控制截面,顺桥向连续梁墩墩底、刚构墩的墩顶与墩底均为控制截面,并且结构顺桥向的地震力较横桥向更为控制结构设计。     

城市铁路沿线土地再开发方式研究

研究目的:城市既有铁路沿线土地开发强度一般都很低,但当其参与城市轨道交通运营后,必然带动沿线土地的再开发,本文对这种特定的地块进行研究,探讨铁路参与城市轨道交通后促进沿线土地增值的问题,研究该特殊地块的再开发方式.研究结论:城市铁路沿线土地由于其地块的特殊性,其开发强度目前都很低,随着城市结构和城市形态的不断调整,城市既有铁路参与城市交通成为必然趋势,从而引起沿线土地用地性质的调整,进而促使土地增值,最终导致沿线土地的再开发.既有铁路参与城市轨道交通带动周边土地的再开发--即以铁路为主动脉,规划建设以轨道站点为核心的TOD开发区模式.     

城市交通隧道深基坑双排桩支护结构的计算研究

在"分配模型"、"相互作用模型"等两种情况下,采用荷载结构法分别对双排桩进行计算,得出桩体水平位移及弯矩,并对两种模型计算结果进行对比分析,得出桩体水平位移差别不大,而弯矩有一定的差距;并把计算结果与实测数据进行对比,得出"相互作用模型"计算结果更为合理,对双排桩支护结构的计算具有一定的指导意义。