shear structure

A nonlinear FEM analysis model is set up based on the finite element analysis software& ANSYS. The staggered shear wall structure and the coupled shear wall structure are analyzed with this model.

通过建立非线性有限元分析模型，运用通用有限元分析软件ANSYS对新型隔层错跨钢筋混凝土剪力墙结构和传统双肢剪力墙结构进行对比分析。

Within the block, 4 kinds of structural transformation modes were formed: thrust nappe structure, secondary shear structure, shear and flaser structure, and arc extrusion structure, thus reaching a transformation balance between active structures with different directions and different features.

在块体内部形成了挤压推覆构造、次级剪切构造、剪切压扁构造和弧形挤出构造等四种典型的构造转换方式，实现不同方向与不同性质活动构造之间的转换平衡。

According to the architectural drawing, the paper designs the corresponding leg shear wall structure, short-leg shear wall structure and frame-shear wall structure which using the mansions structure building structures CAD design software in accordance with the current design specification according to the design information.

剪力墙结构，短肢剪力墙结构，框架-剪力墙结构根据设计资料，按照现行的设计规范，利用广夏建筑结构CAD设计软件设计。

In this paper, a method of analysing thin-walled structure with post-buckled composite shear panels is proposed.

本文提出了一种具有后屈曲复合材料受剪板的薄壁结构分析方法。

There will be shear lag effect existing in the thin-walled structure when it is suffered from bending load.

薄壁结构在弯曲荷载作用下存在剪力滞效应。

After it was changed into small shear wall frame structure, a small amount of shear walls can only assist framework to resist lateral deformation, but they can not be used to as the first seismic line to defense against earthquake.

但改为少量剪力墙框架后，少量剪力墙只能协助框架抵抗侧向变形，不能作为第一道抗震防线抵抗地震作用。

Thin-walled structure analysis with consideration of post buckling behaviour of composite shear panels

计及复合材料受剪板后屈曲的薄壁结构分析

According to the FNL ( Final Analysis) data, the cold front was found to have a typical horizontal and vertical structure with a maximum temperature gradient and obvious wind shear.

FNL资料分析表明，在锋区内存在1个较大的水平温度梯度带，水平风切变明显。

The storey element, which can model one storey of the frame-shear wall structure is fabricated. Based on SRSS method, the frame-shear wall structure with shear wall interruption at different heights is analyzed. The conditions of interruptable shear wall height are established.

构造能模拟一层框剪结构的层单元，用振型分解反应谱法分析不同高度和结构刚度特征值的断层剪力墙框剪结构的地震反应，设定可中断剪力墙高度的条件。

The kinematics analysis of shear structure mainly includes the running track 、 velocity and acceleration of flying shear cut edge.

剪切机构的运动学分析，主要包括飞剪剪刃的运行轨迹、速度以及加速度的计算。

The block masonry shear wall which combination with Structural column and stem of concrete core columns is a new type of load-bearing walls of body structure which is promoting to use now.

构造柱&芯柱组合配筋混凝土砌块砌体剪力墙是目前工程中正在推广使用的一种新型承重墙体结构。