1) Non-sway prestressed frames
无侧移预应力框架
2) Sway prestressed frames
有侧移预应力框架
3) non-sway composite frame
无侧移组合框架
4) prestressed concrete frame
预应力框架
1.
The secondary moment of prestressed concrete frame is different from that of continuous beam.
预应力框架次弯矩与连续梁相比有着自己的特点。
2.
The moment modulation of prestressed concrete frame has some differences compared with that of continuous beam.
预应力框架弯矩调幅规律与连续梁相比有着自己的特点,通过对柱梁线刚度比、外荷载形式、次弯矩和柱铰可行性几个方面进行分析,希望可以对预应力框架弯矩调幅设计提供一点参考和帮助。
3.
In this paper, based on the structure characters and load applying means, a method called as curvature force method is put forward and proved in the nonlinear analysis of bonded prestressed concrete frame.
最后 ,文中利用以该方法编制的非线性程序对两榀预应力框架试验进行了模拟计算。
5) prestressed frame
预应力框架
1.
The mechanics analysis of prestressed frame during the construction process under difference construction method;
预应力框架在不同的施工方案下考虑施工过程的分析
2.
In With one-storey,two-span prestressed frames,a comparative study is done between under vertical and horizontal loads.
通过单层两跨预应力框架,对竖向及水平加载下的塑性铰出铰模式,控制截面塑性铰所需转动能力以及其所能提供的塑性转动能力等方面进行了对比研究。
3.
By the experimental study on a full-dimensioned prestressed frame of two spans, the relative factors are analyzed such as relative height of equivalent compression zone in critical section, secondary moment, ratio of beam rigidity to column and development of cracks in the top of columns etc.
通过对1榀近于足尺的两跨预应力框架的试验研究,从塑性内力重分布的角度入手,分析了影响后张有粘结预应力混凝土框架弯矩调幅的相关因素———控制截面的相对受压区高度、次弯矩、柱梁线刚度比以及柱顶裂缝的开展情况。
6) prestressed concrete frames
预应力框架
1.
Most of the research on moment redistribution is based on continuous beam structures, a little on prestressed concrete frames.
关于预应力结构的内力重分布研究很多是关于连续梁结构的,对预应力框架的研究相对较少。
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