final bending moment diagram

Reliability analysis of the responses such as the maximum bending moment in the pile and the pile head displacement were presented.

在考虑桩的水平荷载、桩周土反力及桩的刚度等不确定因素情况下,采用一阶可靠度分析方法对水平受荷桩的最大弯矩及桩顶的最大位移进行了可靠性分析,进 而,考虑分布参数的不确定性,用点估计法预估桩的失效概率,对给定的p-y 曲线进行桩的可靠性分析。

This paper makes an exhaushve study of maximum bending moment for beam to bear moving load, and putsforwrt its method and step to determine it.

对受移动载荷梁的最大弯矩进行了详尽的分析。

The major role in the design of cantilever sheet pile is to determine the insert depth and the maximum bending moment.

悬臂式板桩墙设计中主要确定插入深度和最大弯矩，由于传统方法计算的最大弯矩在理论上与实际存在矛盾，因此本文建议了一种计算最大弯矩的方法。

qx~n/l~n Study on area and position of mass center in bending moment diagram under load

qx~n/l~n荷载作用下弯矩图的面积和形心位置规律探讨

The basic way that verifies whether bending moment diagram is correct is derivative judge.

弯矩图是内力图的一种,检验弯矩图正确与否的基本方法是导数的几何意义判定法。

The bending deformation is one of the most important deformations in the engineering, analysis of internal bending forces is the key for knowing the bending deformation, the internal bending forces include two factors of the shear and bending moment, and to draw the internal bending force diagram is to draw the shear diagram and bending moment diagram.

工程中弯曲变形是最重要变形之一,分析弯曲内力是了解弯曲变形的关键,而弯曲内力包括剪力和弯矩两个内力因素,绘制弯曲时的内力图就是要绘制剪力图和弯矩图。

There exist some insufficiency in the analysis of general bending moment figure in the materials mechanics textbooks adopted in many colleges.

现有材料力学教材中,对总弯矩图绘制方法的分析存在着明显的不足,针对这一情况本文比较详细地介绍了总弯矩图绘制一般方法;并对总弯矩图与两平面内弯矩图之间的内在联系,用解析几何的知识进行了分析与归纳。

A rapid design method to determine the amount of prestressing tendons and reinforcements in frame beam using moment diagram is proposed in this paper, which can be used efficiently in the primary design stage.

本文提出了一种利用弯矩图快速确定框架梁中预应力钢筋和非预应力钢筋的方法。

Superposing is one of methods to obtain the sheer diagram and moment diagram of general beams that bear complicated loads, the essay details superposing which is a direct available method , and focuses application of superposing on the sheer diagram and moment diagram of beam such as mirror image symmetry.

叠加法是绘制承受复杂载荷梁的剪力图和弯矩图形的行之有效的方法之一 。

In this article,the basic principles and general methods for drawing the shear diagram and bending moment diagram by the relations of derivative among shear force,bending moment and density of external distributed load have been analyzed mostly.

重点分析了由剪力、弯矩与分布外载荷集度的导数关系绘制剪力图和弯矩图的基本原理和方法。

Reformation of teaching method on absolute maximum bending moment of simply supported beam

简支梁绝对最大弯矩计算方法的教学改革

The calculation of ledger maximum bending moment and deformation the even load of scaffold board and live loads above the ledger.

按照大横杆上面的脚手板和活荷载作为均布荷载计算大横杆的最大弯矩和变形。

Bending moments produced by lift generally have only a small effect on the resultant bending moment.

一般由升力所产生的弯矩对最终的弯矩只有很小的影响。

The Analysis of Moment Magnifier for Reinforced Concrete Arch Bridge;

钢筋混凝土拱桥弯矩增大系数的分析

drive axle maximum input torque

驱动桥最大输入扭矩

steering gear max. Output torque

转向器最大输出扭矩

When shearing force or axis force is relatively great, great errors of moment arise when the method of pure bending is employed.

当剪力或轴力较大时,用纯弯曲方法计算弯矩误差很大。

Moment Amplification Factors of Columns in Frame-Flexural Bracing Systems and the Overall Elastic Stability;

框架—弯曲型支撑体系中框架柱的弯矩放大系数及整体弹性稳定

Analysis and Calculation of Driving Moment of Great Diameter Bending Brake for Seamless Pipe;

大直径无缝管弯管机驱动力矩的分析与计算

Analysis of Moment Magnification Factor for Reinforced Concrete Rib Arch

钢筋混凝土肋拱桥弯矩增大系数计算分析

ANALYSIS OF BENDING MOMENT IN THE DESIGN OF REINFORCEMENT OF LARGE OPENING IN CYLINDER AS PER ASME CODE

美国ASME圆筒大开孔补强设计方法的弯矩分析

minimum advance for best torque (MBT)

最大扭矩的最小点火提前角

A Matrix Method for Greatest Common Factor and Least Common Multiple;

最大公因数与最小公倍数的矩阵求法

The slip displacement increases the curvature, reduces the stiffness, increases the additional moment and consequently leads the increase of deflection.

滑移增大结构曲率,降低构件刚度,增加附加弯矩,从而引起挠度增大。

In the FEM simulation of the loading identification process, the bending moment maintains a constant amplitude, hut its direction is alterable.

在有限元仿真计算中，弯矩载荷的大小保持不变，但方向可调。

A beam of channel croas section was analysed closely,. its large deformation and critical moment was given.

本文仔细分析了一个槽形截面梁的大变形并给出了其临界弯矩。

The Research on the Calculate Rigidity of Frame Beam and the Research on Amplitude Regulation Coefficient of Bending Moment Within Beam End;

框架梁计算刚度放大系数与梁端弯矩调幅系数的研究

Analysis and Comparison of Displacement Impact Coefficient with Moment Impact Coefficient of Simple-supported Beam

简支梁位移冲击系数与弯矩冲击系数大小分析与比较