连续刚构铁路桥收缩徐变效应监测与分析

对连续刚构铁路桥箱梁温度场及桥梁线形进行长期、连续监测,通过主梁跨中下挠的理论与实测对比揭示了连续刚构铁路桥收缩徐变效应。对比了国内外常用收缩徐变估算模型,选择CEB-FIP徐变模型对黄河特大连续刚构桥进行了有限元分析。采用实测温度数据,以箱梁内测温度、外侧温度、顶底板温度梯度、左右侧温度梯度作为箱梁温度场的评判指标,对箱梁1年内的四季温度场分布进行分析。在基于相同温度场的条件下,通过理论值与实测值对比,发现分析成果与实测结果较吻合,说明混凝土的收缩徐变是引起连续刚构铁路桥跨中下挠的主要原因,对比结果还说明通过改善箱梁顶底板应力差能够改善收缩徐变长期效应。     

Facile non‐lithographic route to highly aligned silica nanopatterns using unidirectionally aligned polystyrene‐block‐polydimethylsiloxane films

Thin films (monolayer and bilayer) of cylinder forming polystyrene‐block‐polydimethylsiloxane (PS‐b‐PDMS) were shear aligned by the swelling and deswelling of a crosslinked PDMS pad that was physically adhered to the film during solvent vapor annealing. The nanostructures formed by self‐assembly were exposed to ultraviolet‐ozone to partially oxidize the PDMS, followed by calcination in air at 500 °C. In this process, the PS segments were fully decomposed, while the PDMS yielded silica nanostructures. The highly aligned PDMS cylinders were thus deposited as silica nanolines on the silicon substrate. Using a bilayer film, the center‐to‐center distance of these features were effectively halved from 38 to 19 nm. Similarly, by sequential shear‐alignment of two distinct layers, a rhombic array of silica nanolines was fabricated. This methodology provides a facile route to fabricating complex topographically patterned nanostructures. © 2015 Wiley Periodicals, Inc. J. Polym. Sci., Part B: Polym. Phys. 2015 , 53, 1058–1064     

基于能力的IT基础设施评价和规划方法

IT基础设施是IT组合的基础, 其在组织范围内为IT应用和核心业务提供可靠的共享服务.IT基础设施能力关系到企业战略及BPR的成功与否,已经成为企业战略选择的一部分,甚至是企业的一种潜在的核心能力.IT基础设施与企业战略之间的对应是战略对应的一个基本问题.文章提出了基于能力的 IT基础设施评价和规划方法,并建立了基于能力的 IT基础设施评价模型和规划模型.     

一类非线性抛物型变分不等方程的全局吸引子及弱近似惯性流形

对由一类非线性抛物型变分不等方程所描述的无穷维动力系统，给出了存在全局吸引子及弱近似惯性流形的充分条件．     

相对性原理与空间对称

本文分析了相对性原理与空间对称性的关系 ,指出物理规律不变性的破坏必然是时空空间的均匀性、对称性的破坏     

Variational Derivative for Buckling Loads of Beams and Frames

The finite-difference method is a numerical technique for obtaining approximate solutions to differential equations. The main objective of the present study is to give a new aspect to the finite-difference method by using a variational derivative. By applying this formulation, accurate values of the buckling loads of beams and frames with various end supports are obtained. The performance of this formulation is verified by comparison with numerical examples in the literature __________ Published in Prikladnaya Mekhanika, Vol. 41, No. 7, pp. 139–144, July 2005.     

Stable Ergodicity and Frame Flows

In this note we show that all diffeomorphisms close enough to the time-one map of the frame flow on certain negatively curved manifolds are ergodic. As a simple corollary we deduce that the frame flows are ergodic for all compact manifolds with curvature pinched sufficiently close to –1, thus providing results in the case of manifolds of dimension 7 or 8 which were missing from the results of Brin and Karcher.     

空间机构惯性力的完全平衡

本文导出空间开链型机构惯性力完全平衡的充分必要条件,提出相对平衡的概念。论证开链型空间机构中有含移动自由度的运动副时,用重新分布质量法不可能使该机构惯性力完全平衡。本文还提出把闭链型空间机构分解成开链型空间机构,并利用开链型空间机构惯性力完全平衡的方法解决闭链型空间机构惯性力的完全平衡。     

Banach空间上的框架与Riesz基

本文讨论Banach空间上框架、无冗框架与Riesz基之间的关系及它们的稳定性．