考虑制造和安装误差的桁架结构可靠性计算

对制造和安装误差影响下的杆件可靠性指标加以修正。以桁架结构为例，先建立在制造和安装误差影响下节点坐标变化量和杆件变形量的线性关系，再利用最小势能原理求出最可能杆件变形，并利用测量统计学中协方差传播律求解杆件初始内力的协方差阵，进而求出修正的可靠性指标。最后给出了算例和扩展讨论，结果表明。上述方法有效且具有相对广泛意义，也适用于刚架结构。     

偏心受压冷弯薄壁槽钢的卷边角度优化设计

为了使得钢结构的性能与用钢量比达到最优,前人对槽型钢的截面尺寸优化进行了较为充分的研究。但是,涉及卷边角度的优化特别是偏心受压工况下的优化分析却很缺乏。以Yao-Teng偏心受压计算公式,结合遗传算法,以冷弯卷边槽钢柱偏心受压为例,将槽钢卷边角度与偏心距作为设计变量,寻找在不同偏心距受压情况下,达到最大畸变屈曲临界应力的卷边角度。基于有限条分析程序,对两端简支与两端固支情况下不同截面尺寸构件的畸变屈曲临界应力进行了计算分析,最终得出不同偏心距受压下统一的最优卷边角度。为了方便工程设计人员设计时参考,建议卷边角度统一取为100°。     

带檐口曲面双坡屋面风压数值模拟

基于Fluent软件平台,选用基于Reynolds平均法的RNGk-ε湍流模型,对低矮带檐口的曲面双坡屋面房屋周围风场和表面风压开展数值模拟,研究了屋面坡度、房屋高度、跨度、长度和房屋檐口类型等各种参数对曲面双坡屋面风压系数的影响.研究表明,曲面双坡屋面风压受房屋几何尺寸影响不明显,而受屋面坡度、房屋檐口类型影响明显,且与来风风向角密切相关.屋面风压随房屋高跨比的增大而增大;随屋面坡度增大,迎风面风压绝对值减小,而背风面则增大.竖向和水平檐口显著影响曲坡屋面的风压大小和分布.     

管棚注浆技术在黄土隧道洞口段加固中的研究

结合某黄土隧道的工程实例,通过三维有限元模拟计算,分析了不同管棚长度下隧道围岩的变形和应力,以及不同长度管棚对洞口段加固效果的影响,结果表明在黄土隧道施工中利用注浆加固技术能够很好地保证围岩的稳定性。     

Sublattice imbalance of substitutionally doped nitrogen in graphene

Motivated by the recently observed sublattice asymmetry of substitutional nitrogen impurities in CVD grown graphene, we show, in a mathematically transparent manner, that oscillations in the local density of states driven by the presence of substitutional impurities are responsible for breaking the sublattice symmetry. While these oscillations are normally averaged out in the case of randomly dispersed impurities, in graphene they have either the same, or very nearly the same, periodicity as the lattice. As a result, the total interaction energy of randomly distributed impurities embedded in the conduction-electron-filled medium does not vanish and is lowered when their configuration is sublattice-asymmetric. We also identify the presence of a critical concentration of nitrogen above which one should expect the sublattice asymmetry to disappear. This feature is not particular to nitrogen dopants, but should be present in other impurities.     

Interface diffusion-induced creep and stress relaxation in unidirectional metal matrix composites under biaxial loading

Analytical solutions are developed for interface diffusion-induced creep and stress relaxation in unidirectional metal matrix composites under biaxial transverse loading. The driving force for the interface diffusion is the normal stress acting on the interface, which is obtained from rigorous Eshelby inclusion theory. The solutions are a function of the applied stress, volume fraction and radius of the reinforced-fiber, the modulus ratio between the fiber and the matrix, specially, exhibit a strong dependence of creep rate and stress relaxation behavior on the biaxial stress ratio. Moreover, the solution for the interface stress presented in this study also gives some insight into the relationship between the interface diffusion and interface slip. For the application of the solutions in the realistic composites, the scale effect is taken into account by detailed finite element analysis based on a unit cell model.     

R/S分析对上海二手房房价的趋势判断

以上海二手房房价指数为实证样本,应用R/S分析法研究上海房价波动的长记忆特性,计算得到Hurst指数及关联尺度函数并进而确定了V统计量曲线的转折点。结果表明,上海二手房房价指数每隔2.5年即出现明显转折,证明了上海二手房房价指数存在显著的长记忆特性,未来房价受到现在房价很大的影响,上海二手房房价的可预测性很强,对于帮助工程投资风险的预测有实际的意义。     

岩体完整性指数与弹性模量之间的关系研究

 岩体弹性模量值与其完整性指数之间有密切关系,通过其完整性的研究可以间接推断弹性模量值。引入钻孔摄像及相关分析方法获取岩体完整性指数,采用损伤力学原理分析该参数与岩体弹性模量的关系。结果表明,在岩块弹性模量近似不变的情况下,两者之间应具有正线性相关关系,现场试验结果验证了该结论的正确性。另外,对岩体完整性指数和岩石质量指标与岩体弹性模量之间的相关性进行对比结果表明,岩体完整性指数与弹性模量的相关性更好。     

五号沟泵站工程承压水治理技术

随着基坑开挖深度越来越大,地下承压水导致的基坑工程坑底隆起、突涌、周边地表沉陷等施工风险日益突出,工程事故也屡见不鲜.为了保障深基坑工程顺利实施,承压水已经是必须被考虑的重要风险源.深基坑工程的承压水治理技术包括按工程降水减压需要所进行的井点数量、分布、构造设计,和降压井点运营阶段保障其稳定、可控的管理控制,其中任何一...