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The problem of a curved rigid line or crack crossing the interface of the circular inclusion are studied by the principal part analysis method of Cauchy type integral equation. The singular stress index at the intersection and the singular stress at the angular regions near the intersection are obtained. The singular stress coefficients of rigid line at intersection and the stress intensity factors of crack at intersection are defined by using the singular stress.

利用Cauchy型奇异积分方程的主部分析方法对曲线型刚性线和曲线裂纹和圆夹杂界面的相交问题进行了研究,得出刚性线以及裂纹和界面交点处的奇性应力指数以及交点处角形域内的奇性应力,并利用奇性应力分别定义了刚性线在交点处的应力奇异因子和裂纹在交点处的应力强度因子。

Finally, based on the fundamental solutions of Biots consolidation of transversely isotropic saturated multi-layered soils, the Fredholm integral equation of second kind for the interaction between transversely isotropic saturated multi-layered soils and rectangular piles is established, the relevant numerical analysis is also carried out.

最后,基于横观各向同性层状饱和地基Biot固结问题的基本解答,建立了横观各向同性层状饱和地基与方形单桩、群桩共同作用问题的第二类Fredholm积分方程,并进行了数值分析与计算;通过将矩形刚性基础基底划分成若干个大小相等的矩形网格,用矩形均布荷载表示网格的基底反力,并利用已获得的横观各向同性层状饱和地基Biot固结问题的基本解来求解每个矩形网格的柔度系数,然后根据刚性基础与层状饱和地基的接触条件和其本身的静力平衡条件,求解分析了横观各向同性层状饱和地基与刚性矩形板的共同作用问题。

As the parameters are numerous in non-rigid registration model, the particle swarm optimization algorithm is selected to achieve exploration and exploitation in the whole feasible space accurately and fleetly for the unknown parameters of nonrigid transformation. Particle swarm optimization algorithm has the characteristic of fast global searching for the optimal, but it is restricted in applications by the inclination of its particles falling into premature convergence.

在非刚性图像配准的框架下,提出应用Wendland紧支径向基函数作为参数化的空间变换模型,并针对非刚性配准模型的未知参数量大的问题,提出应用全局化的粒子群优化算法对整个可行性空间进行快速而准确的探索和挖掘,以求得非刚性变形的未知参数。

The main products include: rigid floor waterproof casing, GT-type rigid waterproof casing, stainless steel casing waterproof, S312-type steel flexible waterproof casing, S312 stainless steel flexible waterproof casing, 02S404-type steel flexible waterproof casing, 02S404-type stainless steel flexible waterproof casing, sealed casing, the casing resistance, wear overhead embedded casing wall, floor party kits, roofing oblique casing, round duct, PVC waterproof casing and a variety of embedded embedded iron processing.

主要产品有:楼层刚性防水套管、GT型刚性防水套管、不锈钢防水套管、S312型钢制柔性防水套管、S312型不锈钢柔性防水套管、02S404型钢制柔性防水套管、02S404型不锈钢柔性防水套管、密闭套管、抗力套管、穿临空墙预埋套管、楼层方套、屋面斜套管、圆风管、PVC防水预埋套管以及各类预埋铁件的加工。

Based on finite element analysis, a model is established according to the scale-down and simplified bridge. It is then tested by simulating the actual working environment of internal abutment in rigid-hinge.

参考有限元分析结果,对实桥进行缩尺和简化,模拟刚性铰及内部支座的实际工作环境,进行刚性铰模型试验。

Cushion is a core part in the rigid and semirigid composite foundation.

褥垫层是刚性桩和半刚性桩复合地基的核心技术之一。

At last, column shear force was studied including rigid connection and semi-rigid connection.

同时对刚性连接和半刚性连接框架柱的剪力变化情况进行了对比分析。

Teletext business card printing and membership card making use of flexo business card printing and membership card, hot foil stamping and cold-hot stamping to improve product added value, in the end, take advantage of screen printing or flexo business card printing and membership card production unit.

图文制卡和会员卡制息拔取刚性版制卡和会员卡制息方法,寒烫印及寒烫印不妨提矮产物的附加值,末了,诳骗网印或刚性版制卡和会员卡制息单位举行上光。

Teletext business card printing and membership card making use of flexo business card printing and membership card, hot foil stamping and cold-hot stamping can increase the added value of products; finally, the use of screen printing or flexo business card printing and membership card production unit.

图文制卡和会员卡制息拔取刚性版制卡和会员卡制息方法,寒烫印及寒烫印不妨提矮产物的附加值;末了,诳骗网印或刚性版制卡和会员卡制息单位举行上光。

Then after a semi-rigid joint behavior can be modeled as a finite stiffness rotation spring, base on rotation and displacement equation derive the element stiffness matrixes with semi-rigid connections where the effects of jointed flexibility and shear forces in the connection deformations have been considered in and fixed-end forces are modified. Finally, a program for calculating system reliability of semi-ridge steel frames with Monte carlo method and finite element analysis has compiled for calculating and analyzing.

接着本文在介绍和分析半刚性连接弯矩和转角关系模型的基础上,用带有转动刚度的弹簧表征半刚性连接,推导出半刚性连接的刚度矩阵,对固端力进行修正,同时考虑了剪切变形的影响,编制了半刚接钢结构平面框架的有限元程序BHPFL,并在其基础上编制了基于蒙特卡洛法的Monte Carlo-BHPFL 有限元相结合的方法,进行体系可靠度的分析。

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