1) fire intensity
火灾强度
1.
According to different fire loads, studies the changing relation between the critical velocity and fire intensity.
针对不同的火灾荷载,研究了临界风速随火灾强度的变化关系。
2) Fired-strength
火灾后强度
3) fire heat releasing strength
火灾热释放强度
1.
Aimed at horizontal tunnel model with the same width and different heights,using CFD technology,influences of environmental temperature,fire heat releasing strength,section shape on critical wind velocity were analyzed.
针对2种等宽度、不等高度的水平隧道模型,借助CFD技术分析了环境温度、火灾热释放强度、断面形状对临界风速的影响。
4) fire temperature
火灾温度
1.
On judgment method for fire temperature of concrete structure after fire accidents
火灾后钢筋混凝土结构火灾温度的判断方法
2.
The varying characters on capability of fired steel structure and their exterior deformation are expatiated, and the relationship between deformation form of leftover and fire temperature is presented after fire.
阐述了经历大火后钢结构材料性能的变化特点,钢结构构件火灾后可能发生的外观变形;现场残留物的变形形态与大火温度的关系;介绍了几种判定火灾温度的方法。
5) conflagration temperature
火灾温度
1.
Method for identifying "conflagration temperature" of concrete;
混凝土“火灾温度”鉴定方法研究
2.
According to the forecasting of the conflagration time and the conflagration temperature of the buildings, the conflagration temperature of the steel work and the physical mechanics properties of the high temperature steel, this paper systematically introduces the protecting measures for fire prevention in the steel structure.
根据对建筑物火灾时间、火灾温度及钢结构构件火灾温度的预测及钢材在高温下的物理力学性质，较系统地介绍了钢结构防火保护措施。
6) fire severity
火灾烈度
补充资料：表光合强度(见光合强度)
表光合强度(见光合强度)
forecast of sowing or transplanting time
b iaoguanghe qiangdu表光合强度见光合强度
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