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。
Through enough computation, reasonable values of the joint distance of frame and bent structures under high, mediate and low temperature action are attained.
探讨双T板与纵梁的相对位移及作为第一道抗震防线框架沿纵向的最大间距；
Researching the relative displacement between the double-T plates and the longitudinal beam and the longitudinal maximum distance to set a frame as the first measure to resist the earthquake.
一旦脚手架框架本身是安全的建筑物的下一个步骤是确保实际脚手架板间距与所有支持的脚手架板两端正确。
Once the scaffolding framework itself is secure to the building the next step is to ensure that the actual scaffold boards are spaced correctly with all scaffold boards ends supported.
主要结构是由格构梁构成，柱子支撑间距为4.5米，通过一个支撑框架没1.5米开缝来支撑。
The main structure is made of latticegirders and pillars spaced at 4.5 m and braced by a supporting frameworkslotted in every 1.5 m.
然后基于时间距离的思想，在滚动周期策略的框架下，设计了两级系统的联合配送策略。
Secondly, a joint distribution policy was designed based on the concept of temporal distance under the framework.
以单层框架为例，通过理论分析，计算出框架结构的温度应力，这将有助于伸缩缝间距的计算。
A calculating formula of temperature stress for one floor reinforced concrete frame structures were presented by theory analysis, it contribute to calculating of the values of expansion joint spacing.
以单层框架为例，通过理论分析，计算出框架结构的温度应力，这将有助于伸缩缝间距的计算。
A calculating formula of temperature stress for one floor reinforced concrete frame structures were presented by theory analysis, it contribute to calculating of the values of expansion joint spacing.
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