1.
temperature contraction of pipes
管道因温度变化收缩
2.
The relationships between the constraction and the rate of water in the wood, the tem-perature of the solution, the molecular weight of the PEG and the steps of the PEG concen-tration were discussed.
讨论了木材含水率、浸泡温度、PEG分子量以及其浓度变化梯度等因素与木材收缩的关系。
3.
The greatest variation takes place in the volume contractive rate of the heartwood, collapse factor and collapse depth of the sapwood.
心材的体积收缩率、边交界材的皱缩因子和皱缩深度变化最大。
4.
The Research on Shrinkage Creep and Temperature Effect of Concrete Filled Steel Tubes on Long-span Arch Bridge;
大跨度钢管混凝土拱桥收缩徐变及温度效应研究
5.
Simulation Analysis of Creep and Shrinkage and Temperature Stress of Concrete-filled Steel Tubular Arch Bridge;
钢管混凝土拱桥收缩徐变与温度应力的数值模拟分析
6.
The initial shrinkage temperature and the shrinkage change little with the increase of heating rate.
升温速率增大,坯片开始收缩的温度及收缩率几乎不变。
7.
Too great a variation of amplitude in either temperature or humidity will aggravate the periodic contraction and expansion of the surface of rock.
温、湿度变化振幅过大，会加剧岩壁表层周期性收缩膨胀；
8.
contracted channe
收敛形管道, 收缩形流道
9.
Curing Shrinkage and Warpage Deformation of Composite Thin Laminates at Room Temperature
复合材料薄层板常温固化收缩及翘曲变形
10.
Shrinkage stress was found to increase linearly with cure temperature.
我们发现收缩应力随固化温度直线增加。
11.
As an example of non-stationary black holes,the relationship between the compression factor of time scale near the event horizon and the temperature as well as the change rate of entropy of the Vaidya black hole is researched.
研究了动态黑洞的温度、熵变化率与事件视界附近“时间尺度压缩因子”之间的关系。
12.
Test Research on Shrinkage and Creep of Concrete Filled Steel Tubes on Long-span Arch Bridge;
大跨度钢管混凝土拱桥收缩徐变性能研究
13.
Effect of naloxone on vascular response to norepinephrine and the change of nitric oxide during the period of vascular hyposensitivity in hemorrhagic shock rabbit
纳络酮对失血性休克失代偿期血管收缩低反应性影响与血一氧化氮浓度变化的研究
14.
Research on shrinkage temperature control in shrinking film packaging based on adaptive fuzzy method
热收缩膜收缩温度的自适应模糊控制研究
15.
Research on Temperature Effects and Shrinkage-Creep Analysis for Long-span Prestressed Concrete Continuous Rigid Frame Bridges;
大跨径预应力混凝土连续刚构桥温度效应与收缩徐变效应分析
16.
Influence of curing temperature on autogenous shrinkage strain and stress of high strength concrete
养护温度对高强混凝土自收缩应变和应力的影响
17.
Causation And Prevention Measure Of Temperature Shrinkage Crack In Longer Concrete Structure
超长砼结构温度收缩裂缝的成因及防治措施浅析
18.
bishrinkage yarn
双收缩变形丝《化纤》