rigid-jointed frame

Application of ANSYS to Analysis of the Thermal Effect of the Continuous Rigid Frame Bridge

ANSYS在连续刚构桥温度效应分析中的应用

Results of a three-dimensional rigid frame showed that the optimization efficiency was improved significantly, and the optimum result was proved to be potentially close to the global optimum.

三维刚架算例结果表明：该方法能够极大提高计算效率，且优化结果十分接近全局最优解。

By the forced peculiarity of portal rigid frame, this paper introduce the structure selection design of Zhao-an broadcasting and television studio. Especially introduce design of change-section, broken line form portal rigid frame.

本文就门式刚架受力特点，介绍了诏安广播电视中心演播厅的结构选型设计，着重介绍变截面折线形门式刚架设计。

Moreover, parameter analysis of rise-to-span ratio of truss arch bridge with oblique tension link and span ratio of slant legged rigid frame bridge are carried out in four kinds of span which are 20m, 30m, 40m and 50m.

分别对其中最常用的斜拉杆式桁架拱桥和斜腿刚架桥进行了跨径为20m、30m、40m和50m时的矢跨比和分跨比参数分析。

And make comparison between ripple web plate variable cross-section portal rigid frame and constant cross-section rigid frame.

并且把波纹腹板变截面门式刚架与等截面门式刚架进行对比。

The intrinsic rigid reference frame with constant acceleration moving along a straight line

惯性系中直线运动的常加速度内禀刚性非惯性系

The principles of stress distribution on sections are got by solving the temperature stress distribution of the spatial continuous rigid-frame bridge through coupling heat-transient state and heat-structure.

通过热-瞬态和热-结构耦合求解空间实体连续刚构桥的温度应力分布，求得求截面各点应力分布规律，并与本文提出两种温度梯度分布模式进行了对比。

Reinforced concrete rigid frame arch bridges are developed from truss arch bridge and rigid frame bridges with inclined legs, and it is a high degree statically indeterminate thrust structure.

钢筋砼刚架拱桥是在桁架拱桥、斜腿刚架桥等基础上发展起来的另一种新桥型，属于有推力的高次超静定结构。

A deep beam model with spring bearing is given, based on the analysis of middle frame of frame and shear wall structure ground floor. Comparing rigid assumption to elastic assumption, shear error of frame is worked out, which is index of floor rigidity.

从按刚、弹性楼板计算框剪结构的底层中间框架柱剪力误差值的分析入手，建立了一个由弹簧支承的水平深梁的模型。

The shell is divided into orthogonal or oblique crossing girder systems, which make up a space rigid frame structure, then an analysis is made of the endogen force of the shell structure based on the curved lever space rigid frame structure.

该方法通过将壳体结构离散成相互垂直或斜交的曲杆梁系组成的空间刚架结构，进而分析曲杆空间刚架结构的内力，达到壳体内力分析的目的。