1.
Flexural-torsional analysis of thin-walled curved box girders with shear lag and secondary shear deformation in restraint torsion
考虑剪滞变形及约束扭转二次剪切变形影响时薄壁曲线箱梁的挠曲扭转分析
2.
Finite element method based on complementary energy principle for large deflection of shallow beam
浅曲梁大挠度分析的余能有限元方法
3.
Investigation of a Well-Posed Wavelet Method to Analyse Flexural Beams/Plates and Nonlinear Vibrations;
梁板挠曲与非线性振动分析的自适定小波方法
4.
Method of establishing the deflection curve of a beam by singularity functions;
奇异函数建立梁挠曲线初参数方程的方法
5.
Damage Identification of Simply-Supported Beam Bridges Based on Influence Line Curvature of Deflection Differential Values
基于挠度差值影响线曲率的简支梁桥损伤识别
6.
Large Deflection and Post-buckling Behavior of a Clamped-clamped Oblique Braced Beam
大挠度后屈曲倾斜梁结构的非线性力学特性
7.
The Simplified Formula for Calculating the Deflection of Steel-concrete Composite Beams and the Distortional Stability Analysis of Its Negative Moment Zone;
钢—混凝土组合梁挠度计算简化方法和负弯矩区的畸变屈曲分析
8.
Applying Heaviside function, the equations governing the beam that possessing spatially distributed piezoelectric patches have been established.
首先借助阶梯函数，建立了含有任意分布的用作执行器的压电片的梁挠曲轴线方程。
9.
The general formulation of prestress anchoring loss and the long-tern flexure deformation calculating of beams is deduced.
导出了具有一般意义的预应力锚固损失以及梁的长期挠曲变形计算公式。
10.
On the Calculation of the Curvature and Torsion of Curves =+a+b
关于曲线=+a+b的曲率和挠率的计算
11.
flex cracking test
（涂层的）耐屈挠龟裂强度试验,挠曲疲劳试验
12.
ANALYTIC SOLUTION OF BENDING SURFACE PROBLEM OF FAN-SHAPED PLATE
扇形薄板弯曲问题挠曲面的解析解
13.
Generally Spiral Trajectory Curvature Center of Curvature and Torsion
一般螺线曲率中心轨迹的曲率与挠率
14.
0.618 method calculation on absolute maximum deflection on primary beam within bridge system composed of longitudinal and transverse beams
纵横梁桥面系统主梁绝对最大挠度的0.618算法
15.
The Influnce of Height of Box-Girder on Long-Term Deflection of Continuous Rigid Frame Bridges
主梁梁高对于连续刚构长期挠度的影响
16.
The Measuring System for the Bridge Dynamic Deflection Based on ARM9;
基于ARM9的桥梁动挠度测量系统
17.
A Method for Static Deflection Analysis for Cracked Timoshenko Beam
一种Timoshenko裂纹梁的静力挠度分析方法
18.
Dynamic Prediction Based on Long-term Monitoring Data of Bridge Deflection
基于桥梁挠度长期监测值的动态预测