温度场下超长楼板中抗裂筋的定量分析

Determination of Reinforcement for Concrete Slab Crack Control under Temperature Action

本文对超长结构楼板在温度场下的行为进行理论研究和计算分析,并推导简便可行的计算公式,为超长楼板抗裂筋设计提供定量的方法,可供相关专业技术人员参考。

This paper analyzes the deformation and the stress of super-long structural slabs under temperature action, and proposes a formula to determine the reinforcement for crack control in the concrete slab. It may be a reference for related professionals.