shear beam的例句大全

In actual structural design, section dimensions of the transfer beam are at the mercy of bearing capacity for shear.

实际结构设计时，转换梁的截面尺寸往往是由受剪承载力决定的，而转换梁中对支座区段的截面受剪承载力要求往往远远高于对跨中区段的截面受剪承载力要求。

Study on calculation of beam-column flexible connection with the shear plate

梁柱剪力板柔性连接计算的探讨

The shear-resisting capacity of strengthened connections was increase up to19%, and the brittle joint shear failure mode was transformed into ductile failure mode with plastic hinging at beam ends.

研究结果表明：采用高强钢绞线网-聚合物砂浆加固后，节点的极限受剪承载力提高了19%左右，破坏形态更加具有延性特征。

A New Element in Consideration of the Effect of the Shear Deformation on Beam Deflection

一种新的考虑剪切变形影响的梁单元

Shear Strength at Primary and Secondary Beam Nodes of Preformed Holes of Composite Frame Structure

迭合框架结构预留洞口主次梁节点的抗剪性能

A Simplified Analysis for Frames Taking into Consideration Shear Deformation of Beam-Column Joints

考虑节点域剪切变形时框架的简化分析方法

A differential operator arisen from an Euler-Bernoulli beam equation under boundary shear force feedback control is studied. It is shown that the root subspace of the system operator is complete in the energy Hilbert space.

讨论了一个在边界上有剪力反馈控制的Euler-Bernoulli梁方程，证明了其广义本征函数生成的根子空间在能量Hilbert空间中是完备的。

EVALUATION OF ELASTIC AND ULTIMATE FLEXURAL STRENGTH IN DESIGN OF PARTIALLY COMPOSITE BEAM Determination of the shear plane quantity of shearing force bolt connection

部分剪切连接组合梁弹性刚度和极限强度的计算剪力螺栓连接剪切面数目的确定

Calculational method of shear deformation for beam-to-column connection panel zone in steel frames

钢结构梁柱连接节点域剪切变形计算方法

This thesis carries out the pseudo static test, which are subjected to vertical loads and horizontal cyclic loads, respectively on two specimens, including the framed short-leg shear wall inclined column-shaped transfer plane framework and the same dimension beam-shaped transfer structure frame.

本文分别对一榀框支短肢剪力墙斜柱式转换框架及一榀相同尺寸的梁式转换框架两个试件进行了竖向荷载和水平低周反复荷载共同作用下的拟静力试验。

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 result shows that, under static loading, the shear effects of boxing beam is notable, and the taper section 3D beam element model which considered the interaction between pile and soil has higher precision and efficiency.

结果表明，在均布荷载与集中荷载作用下箱梁的剪力滞效应明显不同，对于地震时程反应分析而言，采用变截面三维梁单元模型计算效率较高。

Analysis of free vibration for tapered beam including effects of axial force and shear deformation

考虑轴力和剪切变形影响的楔形梁自由振动分析

Deflection Calculation of Tapered Beam with Shear Effects by Energy Method

考虑剪切变形影响时变截面梁的挠度计算

modeling and prediction of externally prestressed concrete beam shear strength based on radial basis function neutral network

基于RBF神经网络对体外预应力梁抗剪强度的建模与预测

the shear behavior of corroded simply supported reinforced concrete beam

锈蚀钢筋混凝土简支梁斜截面抗剪性能研究

effect of corroded longiditutal reinforcement on shear capacity of simple supported reinforced concrete beam

钢筋混凝土简支梁纵筋锈蚀对受剪承载力的影响

design of parallel beam splitter whose shear difference is insensitive to incident angle

剪切差对入射角不敏感的平行分束偏光镜的设计

base plate center point shear plates eave beam

柱子底板中心点底板

particle route method a fast drawing method for shear force diagram of multi - span beam

质点路线法多跨梁剪力图的快速绘制方法