1.
Application of 0.618 Method on Calculating Absolute Maximum Deflection of Primary Beam
计算主梁绝对最大挠度的数学模型与0.618法
2.
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
3.
maximum allowable deflection of tray column
板式塔的最大容许挠度
4.
The values are strength parameters under fixed flexure rather than max. Strength according to the latest testing standard of1998.
（2）改值为定挠度下的强度值，不是最大的强度值，根据1998年的最新测试标准。
5.
The values are strength parameters under fixed flexure rather than max. Strength according to the latest testing standard of 1998.
改值为定挠度下的强度值，不是最大的强度值，根据1998年的最新测试标准。
6.
Solution to the Large Deflection Problem of Thin Plates by BEM Method
用边界元法求解薄板大挠度弯曲问题
7.
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
8.
Construction of Analytical Approximate Solutions to Buckling of Euler's Column with Large Deflection
Euler杆大挠度屈曲解析逼近解的构造
9.
Munificent magnanimous is very important, not be principle problem have to flinch when the person and flinch person.
宽宏大度很重要，不是原则性问题的就得挠人时且挠人。
10.
The Calculation Equation for Four-edged Rectangular Plates with Work Reciprocal Theorem of Bending Thin Plates with Large Deflections;
应用大挠度薄板功的互等定理求解四边固定矩形板的挠曲方程
11.
The Communicating Pipe Opto-Electronic Deflection Measurement System in Long Span Bridge;
大跨度桥梁连通管式光电挠度测量系统
12.
Study on Deflection Control of Large-span Prestressed Concrete Girder Bridges;
大跨度预应力混凝土梁桥挠度控制研究
13.
The Research on Deflection of Long Span PC Continuous Rigid Frame Bridges
大跨度预应力混凝土连续刚构桥挠度成因分析
14.
Application of Inclinometer in Deflection Test for Long-span Bridges
倾角仪在大跨度桥梁挠度检测中的应用
15.
Deflection monitoring and forecasting of long span pre-stressed concrete continuous box beams
大跨度预应混凝土箱梁桥的挠度监测与预测
16.
Excessive deflection in a structure may cause considerable damage to cladding.
结构的过大挠度可以引起覆盖面的巨大破坏。
17.
Leaf spring Natural blow( front/rear)
静挠度前/后(mm)
18.
Finite-element method of large deflection springback for material is established on the potential energy theory and residual energy theory of large deflection springback for member bar and straight beam.
再根据杆件和直梁的大挠度回弹势能原理和余能原理建立材料的大挠度回弹有限元法。