The left side of the frame is defined as Objects and is the equivalent of the clipboard in modern operating systems.
框架的左侧被定义为Object，是现代操作系统内的剪贴板的对等物。
Besides, the behaviour of plastic hinge at the member end of RC frame in process of loading is discussed and the empirical formula for calculating the equivalent length of plastic hinge is also given.
此外，还讨论了加载过程中钢筋混凝土刚架杆端塑性饺的性能，给出了计算等效塑性铰长度的经验公式。
To test and verify the reliability of equivalent beam method, finite element method is applied to the analysis on dynamic characteristic of frame style subway bridge.
为验证等效梁法的可靠性，运用有限元法对框架式地道桥的动力特性进行了分析。
The equivalent section height coefficient and the ratio of material dosage of the hollow huge-frame structures were deduced based on the equal section inertia.
根据截面惯性矩相等的原则，推导了空腹巨型框架等效截面高度系数以及材料用量比。
So as a whole structure, the flat slabs can be calculated by traditional experimental coefficient or equivalent frame.
所以就整体无梁楼盖结构而言，仍可延用一般无梁楼盖结构所采用的经验系数法或等效框架法。
The equivalent frame method is recommended at home and abroad, and it is also the most common method in engineering circles.
其中等代框架法为国内外规范推荐和工程界广泛使用的方法。
Based on the theory of the bending of non-prismatic beam, the paper has derived a rigidity matrix and the equivalent node load of the rigid-frame element with variable sections.
本文从非棱柱形梁的弯曲理论出发，推导出了变截面刚架元的单元刚度矩阵和等效结点载荷。
This paper introduces a steel frame model PSD test carried out by the equivalent SDOF substructural PSD test method.
本文主要介绍在我院力学-结构试验中心首次进行的钢框架子结构伪动力试验。
Firstly, for holistic substructure, the substructure was simplified as simple frame structure based on principle of equivalent fundamental periods.
首先，当下部结构为整体支承结构时，提出将下部结构按基本周期等效简化为简单框架结构。
The structural behaviors under vertical and horizontal loads are analyzed with a steel frame model and an equivalent reinforced concrete frame-shear wall model respectively.
用纯钢框架模型和等效钢筋混凝土框架剪力墙模型分别计算结构在竖向荷载及侧向荷载组合下的受力性能。
The equivalent section height coefficient and the ratio of material dosage of the hollow mage-frame structures were deduced based on the equal section inertia.
根据截面惯性矩相等的原则， 推导了钢筋混凝土空腹巨型框架等效截面高度系数以及材料用量比。
The most equivalent stress of the ground supporting frame and the large reaction wall under the action of the ultimate load was less than the yield strength.
地面支承架和大反力支承架在极限荷载作用下的最大等效应力均小于材料的屈服强度。
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.
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。
The equivalent frame method is the most common method for hollow flat-plate structures, and how to compute the equivalent frame width coefficient is one of key questions of the method.
用等代框架法计算空心板柱结构的关键是确定等代框架的宽度。
The equivalent frame method is the most common method for hollow flat-plate structures, and how to compute the equivalent frame width coefficient is one of key questions of the method.
用等代框架法计算空心板柱结构的关键是确定等代框架的宽度。
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