1.
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
2.
The actual stress is not proportional to the bending moment.
实际上应力与弯矩不成正比。
3.
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
4.
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
5.
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
6.
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
7.
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
8.
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
9.
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
10.
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
11.
The beams are designed with respect to the bending moment.
梁是按照弯矩设计的。
12.
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
13.
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
14.
A sickle moon was in the sky.
弯弯的月亮正悬在空中。
15.
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。
16.
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
17.
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
18.
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