positive moment

用法例句

Moment capacity of semi-rigid composite beam-column joints with flush end plate connections:Ⅱ. under positive moment;

平端板连接半刚性梁柱组合节点的抗弯承载力Ⅱ:正弯矩作用

In this paper,flush end-plate composite joints under positive moment were performed to investi- gate the behavior of composite joints with the H type steel column and partially encased composite column which were connected to steel beams by flush end plate and high strength bolts.

通过试验研究了端板连接钢-混凝土组合节点在正弯矩作用下的受力性能,对 H 型钢柱-压型钢板组合梁节点和部分外包组合柱-压型钢板组合梁节点进行了对比试验。

In order to study the mechanical behavior and the loading capacity of the special structure under different combined actions of load,in this paper,the three-dimensional plate-shell element model is constructed through the finite element procedure ANSYS,analysing one segment of composite box beam s special shape intersection of Beiijing South Station Viaduct in positive bending region.

为了研究异型梁的受力和承载性能,通过有限元程序ANSYS建立板壳单元三维空间模型,对北京南站高架桥某联正弯矩区组合箱梁异型岔口进行分析,重点分析岔口处钢箱-混凝土结合梁受力性能,即钢箱梁在各种荷载工况下的应力和变形特征,弯扭耦合作用下异形岔口的受力,活载偏载作用下支座反力。

The comparisons between the calculation of span central point bending of bi-direction panels,negative moment of backing plate,positive moment of span central point of differential span bi-directio.

并利用双向板跨中挠度计算公式以及不等跨连续双向板的支座负弯矩和跨中正弯矩的计算公式,同常规的双向板的计算公式进行计算比较分析。

Calculation of cracking moment in flexural concrete members;

混凝土受弯构件正截面抗裂弯矩计算

Experimental Research on Behavior of Flush End-plate Composite Joints under Positive Moment;

正弯矩作用下平齐式端板连接组合节点的试验研究

The actual stress is not proportional to the bending moment.

实际上应力与弯矩不成正比。

The Bending、Vibration and Buckling of Rectangular Orthotropic Thin Plates;

正交各向异性矩形薄板的弯曲、振动和屈曲

A General Solution in Bending Problem of Orthotropic Rectangular Thin Plates on Elastic Foundation;

弹性地基上的正交异性矩形薄板弯曲的一般解

Fourier analysis of bending of orthogonal anisotropic rectangular thin cantilever plate

正交各向异性矩形悬臂薄板弯曲的傅立叶分析

BENDING OF ORTHOTROPIC RECTANGULAR PLATES ON DOUBLE-PARAMETRIC ELASTIC FOUNDATION

双参数弹性地基上的正交异性矩形板的弯曲

The Bending of Rectangular Angle-ply Laminated Orthotropic Plates with Four Free Edges on the Elastic Foundation;

弹性地基上四边自由正交异性反对称角铺设层合矩形板的弯曲

The Bending of Moderately Rectangular Orthotropic Thick Plates with Four Free Edges on the Elastic Foundation;

弹性地基上四边自由正交异性矩形中厚板的弯曲

Expanded Galerkin Method in the Bending of Moderately Rectangular Orthotropic Thick Plates

扩展伽辽金法求解正交各向异性矩形中厚板的弯曲

Calculation Method of Normal Section Flexural Capacity of Corroded Reinforced Concrete Rectangular Beams

锈蚀钢筋混凝土矩形梁正截面抗弯承载力计算方法

The beams are designed with respect to the bending moment.

梁是按照弯矩设计的。

On the influence of the bending moment waveform disturbance on the pure bending beam flexion

弯矩波形扰动对纯弯梁弯扭屈曲的影响

The Calculatiou of critical load by torsion angle-bending moment matix;

用转角弯矩矩阵确定压杆的临界荷载

A sickle moon was in the sky.

弯弯的月亮正悬在空中。

According to the calculation theory of normal section bending bearing capacity, the calculation formula of cracking moment of high-strength concrete beam was derived by the concrete mechanic method.

根据正截面受弯承载力计算理论,运用混凝土力学分析方法,导出高强混凝土梁的开裂弯矩计算式。

The Influence of Cold-Formed Effect to Stress Capacity Performance of Cold-Formed Rectangular Hollow Section Beams;

冷弯效应对冷弯矩形钢管梁受力性能的影响

COMPARATIVE STUDY ON BENDING STRENGTHENING METHOD OF NEGATIVE MOMENT AREA AT BEAM END IN RC FRAME

梁端负弯矩区受弯性能加固方法对比试验研究

Research on the Curves Versus Moment Hysteretic Behavior of Thin-walled Cold-formed Steel Beams

冷弯薄壁型钢梁的弯矩-曲率滞回性能试验研究