基于Hv方法的三轴液压振动系统频响函数估计的研究

三轴液压振动系统是实验室内模拟振动环境的主要设备,其主要功能是精确地复现给定的功率谱和时间历程。振动控制技术是实现这一目标的关键技术,它以频响函数估计为基础。频响函数估计的精度影响控制过程的快速性和稳定性。本文对几种典型的频响函数估计方法进行了分析,针对传统方法精度低且受到矩阵病态条件约束等缺点,应用特征分析与摄动理论构造了一种多入多出的Hv方法,并且应用三轴液压振动系统的实测数据对其进行了检验。结果表明该方法是适用的。     

中国入境游客周期波动特征及影响机理

以大陆入境游客的年度及月度数据为例,利用HP滤波、BP滤波及季节指数分析了大陆入境游客的周期波动特征,并结合脉冲响应模型对其影响机理进行研究。结果表明：1978年以来入境游客在波动中上升,在1989年、2003年、2009年出现较大的下滑,根据滤波分解可将入境旅游划分为五个周期,分别为起步期（1978-1983年）、探索发展期（1984-1989年）、初步发展期（1990-1996年）、快速发展期（1997-2003年）、相对成熟期（2004-2011年）,平均每个周期约为6.6年。入境游客的季节强度指数大致呈“倒V字型”分布,季节变动指数大致呈“双W型”分布,相对于年度数据,月度数据的波动效应更加显著。政策制度、区域经济、突发事件对入境游客周期波动具有重要影响。脉冲响应分析表明：对外经济交流与区域经济发展状况对入境游客有正向的冲击,不同交通方式对入境游客有不同的响应机理。针对入境游客的周期波动特征,应进一步注重游客质量的提升,加强对外宣传营销,及时调整经营方式及发展策略,同时需要平衡发展三大入境旅游市场,降低入境旅游市场的风险性。     

内马铁路一期工程局部不规则二维场地地震反应分析

基于内马铁路一期工程地质资料,利用ABAQUS有限元软件建立某局部不规则二维场地有限元计算模型,利用Python语言进行二次开发,编制二维等效线性化计算程序。开展50年超越概率63%、10%和2%水准下的土层地震反应分析计算,对不规则地形不同位置处的地震动峰值加速度和频谱特性进行对比分析。研究结果表明,不规则地形对地震动特性的影响显著。本文研究结果对内马铁路一期工程地震动参数确定具有指导意义,同时可为跨越不规则地形工程结构抗震设计提供参考。     

小气候、雪盖及土壤湿度对高山生态系统功能的影响

1 Introduction High mountain landscapes above the tree-line are often regarded as close to nature, although human impact has obviously changed the environment, partly exceeding its carrying capac- ity (L?ffler, 2000). Due to their fragility regarding expected environmental changes and an increasing land use pressure in many regions, high mountain landscapes recently became a major focus within the discussion on a sustainable development in a worldwide (Messerli and Ives, 1997), and regional p…     

迟缓爱德华氏菌OppA蛋白的免疫原性及免疫保护分析

迟缓爱德华氏茵(Edwardsiella tarda)是水产养殖动物重要的病原茵,引起鱼类爱德华氏茵病,免疫防治是针对该病的一个有效途径.OppA是迟缓爱德华氏茵的一个寡肽透过酶组分,作者开展OppA的免疫原性及免疫保护性的研究,旨在评价其作为鱼类爱德华氏菌病疫苗候选抗原的可行性.将致病性的迟缓爱德华氏菌LSE40的o...     

Effects of backfill on seismic behavior of rectangular tanks

The reliability and/or stability of the lifeline structures against failure under seismic loads are of critical concern, and must be studied carefully. Therefore, the main objective of this paper is to demonstrate the commonly encountered backfill effects on the dynamic response of rectangular tanks. However, only the exterior wall of the tank which interacts with both the backfill and fluid is tackled, as each part of the structure shows considerable differences in terms of both the load bearing mechanisms and the geometrical and positional differences. Finite element analyses are employed, taking into consideration the fluid-wall-backfill interaction. The analyses are conducted to observe whether or not both backfill and wall behavior can be affected by variation of the internal friction angle. For that purpose, some comparisons are made on vertical displacements of the backfill, roof displacements, stress responses, etc., by means of internal friction angle variations of the backfill from 25° to 40°. Consequently, it is observed that the variations on maximum vertical displacements are affected considerably. In contrast, the maximum stress responses are affected partially. However, the inertial effects of the backfill show that pseudo-static approximations may be insufficient to understand the dynamic behavior of the backfill-wall-fluid system.     

Wave-induced porewater pressure in a seabed with inhomogeneous permeability

We have developed an analytical treatment for the wave-induced response of a seabed with inhomogeneous permeability, by employing the boundary layer approximation. By assuming an exponential function for vertically distributed permeability, the inhomogeneous consolidation equation was formulated as Bessel's differential equation. Subsequently, we proposed some representative quantities for examining the effects of inhomogeneity of permeability. The main effects of inhomogeneity are that the boundary layer becomes thinner and the phase delay in the direction of depth becomes larger as the inhomogeneity becomes significant. In addition, it was shown that the boundary layer is properly evaluated by using the averaged permeability.     

半潜式超大浮体连接器动力特性的一种时间序列分析方法

根据刚性模块弹性连接器 (RMFC)假设研究由 3个模块连接而成的半潜式超大浮体MobileOffshoreBase(MOB)的波浪载荷动力响应。模块和连接器动力响应根据时间序列法计算 ,这种方法包括海况模拟 ,波浪载荷计算和结构响应计算三个主要部分。通过对结构的适当简化 ,根据Airy波理论 ,Morrison公式以及流体中的结构运动方程、弹性连接器变形方程 ,计算求得MOB在不规则海况下的动力响应 ,并将其与相关文献中的结果进行比较 ,表明该方法有良好的精确性