The qualitative and quantitative analyses have done deeply that the walls have cracked because of the subsidence of ground and the temperatureaction.
着重对地基沉降、温度作用原因引起墙体开裂问题进行深入的定性、定量研究。
2
Through enough computation, reasonable values of the joint distance of frame and bent structures under high, mediate and low temperatureaction are attained.
通过大量的计算，得出了框架结构及排架结构在高温差、中温差、低温差作用下伸缩缝间距的合理取值。
3
With the increasing applications of large span, high-rising or thin-walled concrete structures at present, temperatureaction often calls reletively high stresses.