1) non-sway composite frame
无侧移组合框架
2) non-sway cell-closed frame
无侧移单元封闭框架
1.
To figure out the law of the variety of the moment at the end of a column in a non-sway cell-closed frame when the second order p-δ effect is under consideration,a rule based on the type of restrain relationship of the beam and the column plus the second order additional rotation of the joint was presented,which was illustrated and verified by the results of typical examples.
为了判断无侧移单元封闭框架柱在考虑轴力p-δ效应下柱端弯矩的变化规律,提出了综合梁柱约束类型及节点二阶附加转角的判断法则;并经过典型算例结果的检验与证实。
3) Non-sway prestressed frames
无侧移预应力框架
4) Unbraced composite frame
无支撑组合框架
5) sway frame
有侧移框架
1.
This paper is about second-order elastic analysis of sway frame and how linear stiffness ratio of the beam and the column affects second-order internal force.
目的对有侧移框架进行二阶效应的弹性分析,以及梁柱线刚度比对有侧移框架二阶效应的影响。
2.
In sway frames,in order to have a brief and practical method,accurate calculation is needed,in which the factors that affect the second-order effect should be taken into consideration,and then practical calculation method can be generalized based on the accurate calculation.
在有侧移框架中,为了推导出简化并且实用的计算方法,应该在考虑影响二阶应力效应因素的基础上进行精确计算,然后根据计算结果归纳总结出简化公式。
6) sway frames
有侧移框架
1.
Story-based energy method for elastic buckling of sway frames;
能量法求解有侧移框架的弹性屈曲荷载
2.
The simplified method, in which second-order elasticity analysis having undergone stiffness reduction is employed to research into sway frames second order effect, has begun to be accepted by Chinese Standard.
用经过刚度折减的二阶弹性分析来考虑有侧移框架二阶效应的简化设计方法已初步被我国规范所接受。
补充资料：组合模式或组合振动
分子式：
CAS号：
性质：在红外光谱中通常出现很多的弱吸收，组合模式或组合振动系指对应于两个或多个基本振动频率之和起源，它的弱吸收于多原子分子振动态相互作用的振子的非谐性。与基频振动及倍频所引起的吸收相比，这些吸收是比较弱的。
CAS号：
性质：在红外光谱中通常出现很多的弱吸收，组合模式或组合振动系指对应于两个或多个基本振动频率之和起源，它的弱吸收于多原子分子振动态相互作用的振子的非谐性。与基频振动及倍频所引起的吸收相比，这些吸收是比较弱的。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条