在此基础上，本文还论述了简体结构的简化计算，并提出了法向框架的等效柱公式。
Based on the above results the simplified calculation of tube structures has also been discussed, and the equivalent column formula of flange-frame has been presented in this paper.
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.
空间协同分析时，采用超元法（每个单元由多根杆组成）计算等效柱的侧移刚度矩阵，自由度成倍减少。
The method is applied to calculate lateral stiffness matrix in space cooperating analysis and the the degree of freedom can be greatly decreased.
利用二阶效应等效的原则，提出将中间层荷载等效为柱顶荷载的近似折减方法，提出结构稳定承载力的近似公式。
Making use of equivalent principle of second order effect, the load on middle stories is converted into that at top and the approximate formula for the critical load of the system is suggested.
模型中，桁架柱采用三维梁单元模拟，其等效弯曲刚度利用弯曲试验直接获得。
The Web steel truss beam is simulated with three-dimensional beam element, and the equivalent bending rigidity of the beam could be obtained by bending test.
基于介质圆柱电磁散射理论和等效介质理论，导出了金属柱微粒-电介质复合材料的等效相对介电常数的表达式。
Based on the electromagnetic scattering theory of dielectric wire and effective medium theory, the formula of the effective dielectric constant of metal wire-dielectric composites is derived.
核心配筋率、等效轴压比和配箍特征值是影响RRC柱抗震性能的主要因素。
The main factors that influence the seismic behavior of RRC columns are the percentage of central reinforcement, equivalent ratio of axial compression and characteristic value of stirrups.
外部钢框架进一步简化为半刚架和相应的弹性阶梯形等效弯曲杆的串联体系，这种简化模型能考虑柱轴向变形对结构动力反应的影响；
The external steel frames are simplified as a series of half frames and the core tube is modeled as a bending and shearing two spring system.
屈光状态，即球镜度数、柱镜度数、等效球镜三组差异无统计学意义；
No statistic difference was found in refractive status, i. e. spherical, cylindrical and spherical equivalent degree among three groups;
本文对影响柱延性的主要因素以及改善变形能力的措施进行了阐述，提出两种旨在提高柱承载能力的配筋方式，引入等效轴压比的概念代替传统的轴压比。
The main factors affecting the ductility of columns are reviewed, and two methods are proposed for improving the bearing capacity and ductility of the traditional RC columns.
通过两端简支巨型钢柱在双向水平往复荷载下的伪静力试验，研究了其空间滞回特性和模拟方法，为将巨型钢柱折算为等效单一柱提供了试验依据。
Pseudo-static test of simply supported MSC subjected to cyclical loads in tow horizontal directions has been carried out. The spatial hysteresis characteristic of MSC and its simulation …
通过两端简支巨型钢柱在双向水平往复荷载下的伪静力试验，研究了其空间滞回特性和模拟方法，为将巨型钢柱折算为等效单一柱提供了试验依据。
Pseudo-static test of simply supported MSC subjected to cyclical loads in tow horizontal directions has been carried out. The spatial hysteresis characteristic of MSC and its simulation …
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