1) internal force redistribution due to creep
徐变内力重分布
2) force of creep
徐变内力
3) redistribution of internal force
内力重分布
1.
A study on the redistribution of internal forces in reinforced concrete frames under high temperature;
高温下钢筋混凝土框架的内力重分布研究
2.
Program design of redistribution of internal force of the continuous beam during bridge construction and its application;
桥梁施工中连续梁内力重分布程序设计及应用
3.
Limit loads, deflections, ductile rate, redistribution of internal force, secondary moment and moment modification are examined in the testing.
该文通过4榀预应力混凝土框架在竖向荷载下的试验,对三类预应力混凝土框架的极限荷载、正常使用下的变形、延性比、塑性内力重分布、次弯矩以及弯矩调幅进行了研究。
4) internal force redistribution
内力重分布
1.
Experimental study on internal force redistribution of two-span prestressed concrete frame;
两跨预应力混凝土框架内力重分布试验研究及分析
2.
Investigation into internal force redistribution into reinforced concrete continuous beam in fire;
火灾作用下钢筋混凝土连续梁内力重分布研究
3.
Research on the influence of internal force redistribution to the bridge construction
内力重分布对桥梁施工的影响研究
5) redistribution of internal forces
内力重分布
1.
The analysis of redistribution of internal forces on continuous composite beam;
混凝土连续叠合梁中内力重分布探讨
2.
An analysis of the effect of redistribution of internal forces on the shear property of a continuous beam;
内力重分布对连续梁抗剪性能的影响分析
3.
Using a number of ground motions and the RC frame structures designed according to Chinese seismic code, the global capacity envelopes and overstrength of RC frame structures attributing to redistribution of internal forces are studied by means of incremental dynamics analysis and Pushover analysis.
本文首先给出了严格按我国抗震规范设计的几个典型钢筋混凝土框架结构,用大量经过筛选的地震动记录,分别利用动力时程分析法和Pushover方法确定了结构的整体能力曲线,并研究了结构在非弹性阶段由于内力重分布而形成的超强,得出结论:利用时程分析法建立结构的整体能力曲线时,地震动记录的场地条件对结构的能力曲线影响不大;动力时程分析法和Pushover方法给出的超强的差别随层数的增多而增加;在还没有进行大量细致的工作和研究之前,可以保守地认为严格按我国抗震规范设计的钢筋混凝土框架结构的超强系数最小值为2。
6) creep secondary internal forces
徐变次内力
1.
By analyses the construction process of a bridge transformed from simple-supported system into continous system, this paper calculates it′s creep secondary internal forces, the effects of creep on bearing force from double rubber bearing and it ′ s bearing force redistribution are analyses .
通过对简支变连续梁桥的施工过程进行分析,确定了其徐变次内力的计算方法,分析了徐变效应对双排橡胶支座支承反力的影响及双排支座支承反力重分配现象。
补充资料：春日重至南徐旧居
【诗文】：
绿水阴空院，春深喜再来。独眠从草长，留酒看花开。
过雨还山出，向风孤鸟回。忽思秋夕事，云物却悠哉。
【注释】：
【出处】：
全唐诗：卷503-57
绿水阴空院，春深喜再来。独眠从草长，留酒看花开。
过雨还山出，向风孤鸟回。忽思秋夕事，云物却悠哉。
【注释】：
【出处】：
全唐诗：卷503-57
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