您要查找的是不是：
- Based on the theory of value engineering and control to adiabatic temperature change of mass concrete,it is proposed four-functions principle for design optimization of GHPC. 根据价值工程理论,提出了基于大体积混凝土绝热温升控制的绿色高性能混凝土(GHPC)优化设计的四功能准则。
- Calculation of Adiabatic Temperature Change of Mass Concrete of Foundation in High-rise Building 高层建筑基础大体积砼绝热温升计算
- adiabatic temperature change 绝热温度变化
- Control and analysis system of the adiabatic temperature changes testing of magnetic refrigerants 磁制冷材料绝热温变测试数据自动控制分析系统
- Let your body get used to the temperature change! 让你的身体适应温度的变换!
- The change of adiabatic temperature rise along with age and the effect on temperature field of dam body made by pouring lift by lift, work suspension in summer and water storage are considered in the analysis. 分析中考虑了混凝土的绝热温升随龄期的变化和分层浇筑、夏季停工及蓄水对坝体温度场的影响。
- You will have a bit espial to see how the temperature change. 稍加观察就可以看出温度是怎样变化的。
- Adiabatic temperature changes 绝热温变
- The formula of the adsorptionstorage capacity and adsorption temperature change for the adiabatic adsorption storage of natural gas has been deduced theoretically and checked with experiment. 本文从理论上推导出了绝热吸附贮存天然气的吸附贮量和吸附温度变化的关系式为。
- Pay a attention little,how the temperature change will be descried. 稍加观察就可以看出温度是怎样变化的。
- Adiabatic temperature rise is measured by concrete adiabatic temperature measuring device. 方法利用混凝土绝热温升仪测试混凝土绝热温升.
- Super automatic flowing mortar is studied for gaining low adiabatic temperature rise,high fluidity,pumpability and low cost. 为获得绝热温升较低、高流动性、适用于泵注和成本低廉的补强注浆材料,研制出超级自流平砂浆,经实际工程使用效果良好。
- Had more water been used,the temperature change would have been smaller. 如果使用更多的水，温度变化本来会小一些的。
- The temperature changes abruptly. 天气乍冷乍热。
- Had more water been used, the temperature change would have been smaller. 如果使用更多的水，温度变化本来会小一些的。
- Initial modulus doesn't change as temperature changing. 初始弹性模量不随温度的变化而改变;
- The results show that dynamic recovery and dynamic recrystallization have occurred in pure iron during plastic deformation , which were attributed to adiabatic temperature rise due to shock wave and plastic deformation work . 结果表明 :塑性变形时纯铁内发生动态回复和动态再结晶 ,这与冲击波引起的绝热温升和塑性变形功产生的绝热温升有关 ;
- Main factors influencing concrete adiabatic temperature rise are discussed theoretically. The influences of initial casting temperature, superplasticizer and fly ash on the adiabatic temperature rise and the temperature rise rate of concrete were studied. 从理论上讨论了影响混凝土绝热温升的主要因素;并通过实验分析了初始入模温度、掺加粉煤灰和减水剂等因素对混凝土绝热温升和温升速率的影响.
- A little observation will show how the temperature changes. 稍加观察就可以看出温度是怎样变化的。
- However, the hydration degree of binder, as well as the adiabatic temperature rise for high strength concrete, will be obviously decreased due to the increase of initial casting temperature. 但却会明显降低高强度等级混凝土所用胶凝材料的水化程度,使其绝热温升值下降。
