Overview: Research on hydroelastic responses of VLFS in complex environments

In the past several decades, extensive investigations have been carried out on the hydroelastic responses of Very Large Floating Structures (VLFS) in the deep open sea by researchers around the world. However, when tackling the hydroelastic problems of VLFS used as the protection and exploitation of marine resources near offshore and islands, the effects of complex environments, such as the seabed profile and inhomogeneous wave conditions should be taken into account. Based on the development history of VLFS and the process of classical hydroelasticity of VLFS, the research results of hydroelastic responses of VLFS in complex environments have been systematically summarized in this paper, so as to provide a basis for the further research.     

关于船用齿轮机构输入功率的补偿

船舶航行时船体中拱及中垂弯曲变形使沿船体纵向布置的齿轮机构的轴承支座中心距产生缩减.这种中心距缩减会导致互相啮合的两齿轮间产生附加的径向压力,从而使齿轮机构处于双面啮合工作状态.本文分析及计算了齿轮机构在该双面啮合工作状态时齿间摩擦及轴承摩擦所消耗的功率,并提出能满足船用齿轮机构正常运行要求的输入功率补偿公式.     

列车提速对线路的动力影响研究与对策

列车提速是我国铁路实施的具有战略意义的重大决策。由于提速是在既有线眩进行的，提速后机车车辆对线路结构的动力影响将不可避免地增强，给轨道结构强度和线路日常养护维修工作带来不利影响、文中运用车辆一轨道耦合动力学理论，以及车轮擦伤对线路的动力影响等，进行了较细致的分析研究，在此基础上提出了解决这些问题的基本对策。     

盾构施工安全穿越禄口机场复合地层段的数值模拟与监测分析

盾构施工过程中由于土体挖除、管片和二衬设置,将在穿越过程引起机场滑行道和停机坪沉降或隆起,对机场正常运营产生不利影响;通过优化盾构机施工参数,从而降低盾构下穿过程中对机场的不利影响。基于ABAQUS有限元法,建立南京至高淳城际快轨下穿禄口机场复合地层段的有限元模型,分析盾构法施工引起的机场停机坪及滑行道变形特征,最终沉降最大值约为11 mm,最大隆起值约为2 mm,同时得到盾构施工工作参数。对比实际施工监测数据,针对施工风险提出更安全的盾构施工参数。     

兔心房室隔过渡细胞的传导性及其电生理基础

目的　探索过渡细胞电生理特性与形态特征间的内在联系。方法　选 10只家兔做房室隔水平面及矢状面连续切片 ,HE染色观察。另 2 0只家兔采用标准玻璃微电极技术测定房室隔区正向传导速度。结果　房室结后方有两束过渡纤维分别延续至冠状窦口及其下方 ,分别为右后房结束和右下房结束 ,传导速度分别为 (0 .0 5 9± 0 .0 18)m·s-1和(0 .0 5 8± 0 .0 15 )m·s-1(P >0 .0 5 )。界嵴下段普通房肌传导速度为 (0 .2 0 3± 0 .0 4 0 )m·s-1。与前两者间均有显著性差异 (P <0 .0 1)。另外 ,过渡细胞动作电位有 4期自动除极 ,最大舒张电位 (- 6 3± 6 )mV ,普通房肌细胞无 4期自动除极 ,静息电位 (- 72± 4 )mV ,两者有显著性差异 (P <0 .0 5 )。结论　过渡细胞属慢反应自律细胞 ,传导速度比普通房肌慢。     

废旧橡胶颗粒沥青混合料抗滑性能研究

通过摆式摩擦系数仪和铺砂法分别检测了成型板式试件的摩擦系数和构造深度,对5种级配对应的摩擦系数、构造深度、关键筛孔通过率,以及构造深度与空隙率之间的关系进行分析,研究认为：4.75 mm筛孔通过率是控制级配组成的一个重要因素,对混合料的多项性能都有很大影响,通过率越低,抗滑性越好;空隙率可作为抗滑性的评价指标。     

A threshold model of social contagion process for evacuation decision making

Individual evacuation decisions are often characterized by the influence of one’s social network. In this paper a threshold model of social contagion, originally proposed in the network science literature, is presented to characterize this social influence in the evacuation decision making process. Initiated by a single agent, the condition of a cascade when a portion of the population decides to evacuate has been derived from the model. Simulation models are also developed to investigate the effects of community mixing patterns and the initial seed on cascade propagation and the effect of previous time-steps considered by the agents and the strength of ties on average cascade size. Insights related to social influence include the significant role of mixing patterns among communities in the network and the role of the initial seed on cascade propagation. Specifically, faster propagation of warning is observed in community networks with greater inter-community connections.     

PML生长抑制因子在膀胱癌组织中的表达及意义

目的　探讨早幼粒细胞性白血病基因 (PML)与膀胱癌发生、发展的关系。方法　应用免疫组织化学方法检测 74例膀胱移行细胞癌组织中PML的表达。结果　在膀胱移行细胞癌中PML的表达随病理分级的上升而降低(P <0 0 5 ) ,随肿瘤侵入肌层而降低 (P <0 0 5 )。结论　PML表达与膀胱移行细胞癌的分级及肿瘤侵入肌层相关。     

三维有限元强度折减法在堤坝边坡稳定分析中的应用

文章针对二维有限元强度折减法的局限性,提出采用三维有限元强度折减法应用于边坡稳定分析,并结合某复杂地形的回填堤坝工程进行边坡稳定性评价。结果表明：对于复杂地形情况下边坡稳定计算,采用三维有限元强度折减法能反映工程的实际情况,计算结果是合理的。     

复杂环境条件下深基坑支护方案设计

文章以株洲市中央商业广场深基坑为研究对象,根据工程地质及水文地质条件的特点,采用人工挖孔灌注桩加两道预应力锚杆的方案进行基坑支护处理,并利用增量法原理对支护结构内力和变形进行计算。通过现场监测分析,证明该基坑支护方案是安全可靠的,能有效地控制基坑的变形。