1) Holding Temperature andFeeding
保温及补缩
2) temperature and shrinkage
温度及收缩
1.
To find the reasonable values it is necessary to take account of two factors: 1) the stresses caused by temperature and shrinkage are less than the allowable stresses; 2) the composite cracking width has to be within the allowable range.
为此,提出伸缩缝间距应能保证温度及收缩应力不大于容许应力,且使综合裂缝宽度处于规范允许范围内的思想。
3) temperature and shrinkage action
温度及收缩作用
1.
It s of fundamental importance to establish restraining model in calculating the temperature and shrinkage action of concrete structures.
在混凝土结构温度及收缩作用计算中,结构的约束模型是关键。
4) temperature and shrinkage stress
温度及收缩应力
1.
Compared with the ordinary concrete frame structure, the temperature and shrinkage stress of the over-long concrete fame structure is larger.
本文从温度及收缩应力的产生机理出发,采用“抗与放”的设计原则,提出了超长混凝土框架结构在温度及收缩作用下产生裂缝的控制方法,具体包括以下:1。
5) Shrinkage and temperature stress
收缩及温度应力
6) temperature shrinkage-compensating
补偿温度收缩
补充资料：缩地补天
1.谓改造天地宇宙。比喻做非凡之事。
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