剪力
- 网络Shear force;Shearing force;shear stress
![剪力](../cache/952551.jpg)
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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
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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 .
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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
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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
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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
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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
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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
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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
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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
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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 .
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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 .
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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 .
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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 .
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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 .
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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 .
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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 .
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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 .
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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 .
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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 ;
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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 .
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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 .
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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 .
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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
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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
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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
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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
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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
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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
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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
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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