在分析大量文献资料的基础上，采用“等效截面”将双向受弯构件转化为单向受弯构件。
Based on the academic analysis, a biaxial bending member is equivalent to a single bending member by the rule of equivalent cross section.
针对工程结构中广泛应用的变截面构件，提出了一个变截面平面梁单元，推导了其单元刚度矩阵和等效节点荷载公式。
A nonuniform beam finite element is presented and the element stiffness matrix and equivalent joint load are derived to analyse nonuniform members used increasingly in engineering structures.
本文是将沿厚度由钢板和混凝土组合而成的钢板混凝土梁化为一等效横观备向同性构件。
In this paper, the author transforms a steel-concrete beam into an equivalent transverse isotropic member in the thickness direction.
采用楔形构件等效截面特性的概念，结合我国规范推导出以大头截面为计算截面的受弯稳定性计算公式；
Using the conception of equivalent cross-section, the formula of elastic carrying capacity at the larger end of the tapered member is suggested.
抗扭构件的刚度计算公式可应用于钢筋混凝土平板-异形柱板柱结构体系的等效柱理论分析。
The theory expression of transverse torsion member can be applied to equivalent column method to analyze the behavior of reinforced concrete flat plate-special-shaped column structural system.
转换层视为弹性构件，整个分析过程中均取其等效刚度。
Transfer story is considered as elastic member in time-history analysis, its lateral stiffness is taken to be equal to the equivalent stiffness.
转换层视为弹性构件，整个分析过程中均取其等效刚度。
Transfer storey is considered as elastic member in time-history analysis, its lateral stiffness is taken to be equal to the equivalent stiffness.
对于钢筋混凝土构件在正常使用状态下的截面应力计算，用传统的“等效截面法”计算十分复杂。
It was very complicated when taking the traditional equivalent section method to calculate the section stress of steel concrete structural unit under its normal working condition.
考虑一般情况下的水化热降温曲线，求得构件在水化热反应过程中温度应力的等效温差。
According to the temperature dropping curves of hydration heat, authors also consider the equivalent temperature variation of thermal stress due to the hydration reaction of the cement.
在一般情况下，预应力混凝土构件的深度通常是等效的钢筋混凝土构件的深度约65至80%。
In general, the depth of a priestess's concrete member is usually about 65 to 80 percent of the depth of the equivalent reinforced concrete member.
针对管路连接件等轴对称形式的构件，引入等效应力和等效应变。
Furthermore, effective strain and effective stress are introduced into the study of pipeline connection assemblies under the condition of axial symmetry.
针对管路连接件等轴对称形式的构件，引入等效应力和等效应变。
Furthermore, effective strain and effective stress are introduced into the study of pipeline connection assemblies under the condition of axial symmetry.
应用推荐