1) 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。
2) non-sway composite frame
无侧移组合框架
3) class of closed frames
封闭框架类
4) Non-sway prestressed frames
无侧移预应力框架
5) enclosed unit
封闭单元
6) 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。
补充资料：侧侧
1.多貌。 2.寒貌。 3.象声词。叹息声。 4.指其他声音。
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