剪力

用SOR迭代法计算薄壁多室箱形截面的剪力流

Calculating shear force flow of thin wall box shape section with SOR escalator method

SiC晶须/反应层界面及其附近的反应产物TiC内具有较高的平行于界面的拉应力，当连接界面承受剪力作用时，SiC晶须/反应层界面和TiC处极易破坏。

The high tensile stress parallel to the interface exists at the whisker / reaction layer interface and in TiC near the interface , at which failure occurs easily when shear force is applied .

墙体保温迫在眉睫配筋砌块砌体剪力墙构件CAD的研究与开发

The Research and Design of the Reinforced Concrete Masonry Shear Wall Element CAD

N（Z）的和图.斜率跟踪法画剪力图和弯矩图

Using the Tracking Slope Method to Draw a Shear Diagram and a Bending Moment Diagram

RC剪力墙宏单元模型中抗剪弹簧的处理方法

On the Shear Resistant Spring of the Macro Element Model for RC Shear Walls

加权残数法用于侧向力作用下开有n排孔列的剪力墙的近似解

The application of the method of weighted residuals to the Stress-Analysis of the shear walls with N-ROWS of openings subjected to lateral loads

高层建筑结构CAD中剪力墙节点几何归并的点阵表示法和矢量表示法

The dot matrix indication method and vector matrix indication method for grouping together shear wall nodes in the tall building CAD system

轴压比对中等高度LC结构剪力墙抗震性能的影响

Effect of axial compression ratio on seismic behavior of reinforced light-weight concrete shear walls

ODE求解器求解高层双肢剪力墙结构稳定特征值问题

Eigenvalue of stability of coupled shear wall tall building by using ode solver

利用有限元软件ANSYS，对比了箱形梁剪力滞效应的各种理论计算值与模型实验值。

This paper uses finite element software ANSYS to calculate the shear lag effect of the box beam and to compare the result with the academic methods and experiment .

在此基础上，提出了RC剪力墙基于位移的变形能力设计方法，得到了RC剪力墙在不同位移角要求下配箍特征值的计算公式。

A displacement-based deformation capacity design method was then developed for RC cantilever walls , with an expression for the stirrup characteristic value for a specified drift demand .

介绍了设置剪力键对灌浆连接段在轴力、弯矩作用下的影响，并对利用ANSYS分析灌浆连接段的方法进行有效性验证，利用ANSYS软件可以很好的模拟灌浆连接段的受力。

The influence of shear key about connection bearing in axial force and bending moment was researched . The method of simulating the grouted connection by ANSYS was effective and credible .

本文以一幢14层的框支剪力墙结构为研究对象，通过建立三维有限元分析模型，运用大型有限元分析软件ANSYS对结构进行静力分析。

The papers whose research object is a 14-floor frame-supported shear wall . By establish a 3-dimension finite element model and use the analysis soft-ANSYS , make the study focus on the static analysis .

剪力墙结构的非线性分析方法主要有静力法、动力时程分析法和侧推分析方法（即Push-over分析方法）。

The nonlinear analysis of reinforced concrete shear walls includes static analysis method , time-history analysis method and Push-over analysis method .

采用Newmark和NewtonRaphson相结合的方法，利用编制的程序对配筋砌快剪力墙的非线性地震反应进行了分析。

The methods of Newmark and Newton_Raphson are adopted and the program has been made to analyse earthquake response on reinforced concrete block shear walls .

系统分析了边界条件、荷载类型、悬臂翼板长度和曲率半径R等因素对直线和曲线矩形截面箱梁剪力滞后效应的影响，明确了上、下翼板的应力变化规律。

The variation in the shear lag effects on straight and curved rectangle box girders , caused by the changes of factors such as natural boundary conditions , types of loading , lengths of cantilever flanges and curvature radius R , is discussed systematically .

利用Lemke方法求解得到梁上任一点处的挠度、转角、弯矩和剪力。

The deflection , rotational angle , bending moment and shear force at any point in the beam are obtained by Lemke method .

本文在参考工程实际的基础上提出了一种考虑栓钉抗剪连接件的SRC剪力墙形式，即在分析中考虑进栓钉对于钢骨与混凝土之间的抗剪连接作用。

More considerations should be emphasized to simulate the actual situations . A new kind of SRC wall with stud shear connectors was proposed in this paper . The shear mechanism between steel and concrete was considered .

内力计算包括弯矩、剪力和轴力三部分，它们的值由手工计算和PKPM计算共同进行；

Endogenic force includes three parts : bending moment , shearing force and axle force , their value extracted by PKPM ;

为了改善其抗震性能，可以在低剪力墙中设置型钢骨架，从而形成劲性RC低剪力墙，使其抗震性能和抗震能力得到提高。

In order to improve the seismic behavior of the low - rise RC shear wall , we can set up a steel framework in it , so as to form the low - rise steel-encased RC shear wall . The seismic behavior and bearing capacity are improved comparatively .

笔者对为青藏线设计的32m铁路预应力活性粉末混凝土单箱单室箱梁进行了有限元分析，对其剪力滞分布规律进行了研究，并且分析了不同工况对梁剪力滞效应的影响。

The shear lag of a 32 m reactive powder concrete single-box and single-cell bridge designed for Qing-Zang railway is analyzed by 3-dimensional finite element method and the impacts of different loading arrangements on its shear lag are discussed .

从试验现象分析和数据对比可以看出，HADAS阻尼器明显减小了结构的变形和框架柱剪力，有效增加结构的耗能能力，减小甚至避免主体结构在设防地震作用下引起的破坏和损伤。

The performance analysis and results comparison between MRF and HADAS-frame indicate that the structural deformation and column shear force are significantly reduced , and the energy dissipation capacity of the structure is increased so that the damage and injury of major structure can be decreased or even avoided .

一种基于等效单质点系的改进底部剪力法

An Improved Method for Bottom Shearing Based upon Equivalent Singular Particle

错层结构现浇剪力墙大模板施工

The construction of large formwork in staggered-floor structural cast-in-situ shear wall

工字型截面钢筋混凝土剪力墙抗震抗剪性能试验研究

Research on Seismic Shear Capacity of I-Shape Reinforced Concrete Structural Walls

剪力墙基础转动对剪力墙最优刚度的影响

Influence of Shear Wall Foundation Rotation on It 's Optimal Stiffness

高层住宅剪力墙结构抗震加固试验研究

Experimental studies of aseismatic strengthening on shear-wall of high-rise house structure

用一种墙体单元模型分析剪力墙结构

Analysis of shear wall structures using a type of wall element

框架-剪力墙型结构的非线性随机地震反应和可靠性分析

Stochastic seismic response and reliability analysis of hysteretic frame-shear wall structures

浅谈免拆模板复合剪力墙体系在施工中的应用

Application of stay-in-place mould in construction of composite concrete shear walls