1.
Flexural stiffness of equivalent section of RC piers subjected to earthquakes
地震作用下钢筋混凝土桥墩有效截面抗弯刚度
2.
Derivation and Realization on the Stiffness Equation of Uniform Section Bending Bar
等截面弯曲杆件刚度方程的推导和认识
3.
Calculating Method of Time-Dependent Reliability of Existing Bending Structure with T-Shape Section Considering Resistance Deterioration
考虑抗力退化的T形截面既有受弯构件时变可靠度计算方法
4.
The Study on In-Plane Equivalent Bending Moment Coefficient of Tapered Portal-Frame-Column without Brace
无侧移楔形变截面门式刚架柱平面内等效弯矩系数研究
5.
Evaluation on Flexural Capacity of Existing Reinforced Concrete Bridges;
既有钢筋混凝土桥梁正截面抗弯承载力评估
6.
Finite element calculation of flexural stiffness of corroded RC eccentric compressive members
锈蚀钢筋混凝土偏压构件抗弯刚度有限元计算
7.
The beam has a constant flexural rigidity.
该梁具有常数弯曲刚度。
8.
The Study on Cross-section Flexural Properties of CFRP Reinforced Concrete Beams
CFRP增强混凝土梁正截面抗弯性能研究
9.
The Study on Cross-section Flexural Properties of GFRP Reinforced Concrete Beams
GFRP增强混凝土梁正截面抗弯性能研究
10.
Normal section strength calculation for reinforced concrete flexural member with ring section
钢筋混凝土环形截面受弯构件正截面强度计算
11.
Effect of Pier Section Type on Seismic Response of Curved Continuous Rigid Frame Bridge
桥墩截面形式对弯连续刚构桥地震响应的影响
12.
Research on the Bending Rigidity and Gusset Plates Stability of Tube-gusset K-joints
平面K型管板节点抗弯刚度及节点板稳定承载力研究
13.
Parametrical analysis and design formulas for out-of-plane bending rigidity of CHS X-joints
单层网壳X型圆管节点平面外抗弯刚度的参数分析与计算公式
14.
Stiffness Matrix and Equivalent Node Load Formulae or Varying Cross-section Spatial Beam Elements;
变截面空间梁单元刚度矩阵及等效结点荷载公式
15.
Solution for aerodynamic coefficients on cambered fuselage of arbitrary cross section at angle of attack by using the complex variable function method
具有弯度、迎角、任意横截面机身气动力系数的复变函数解
16.
The conclusion drived from a numeric example shows that the stiffness of the steel box beam bridges can be increased only by curving prestress tendors.
算例表明,只有曲线布置预应力束才能提高钢箱梁桥抗弯刚度。
17.
Effect of cables bending stiffness on active vibration control
抗弯刚度对拉索振动主动控制的影响
18.
Effects of Reinforcing Bar Amount on Bending-resistance Bearing Capacity of Single-side Reinforced Rectangular Beam
纵向钢筋配筋量对单筋矩形截面梁截面抗弯承载力的影响