摘要
本文建立了砌体结构数值计算模型,采用该模型分析了砌体结构在温度荷载作用下的应力分布规律,初步掌握了温度荷载作用下砌体结构薄弱点的特征,为砌体结构裂缝控制提供理论依据。
This paper set up brick structure numerical model, and the temperature stress distribution of brick structure was analyzed with finite element method. The feature of the brick structure' s weakness was investigated under temperature stress, the results will provide a lot of reference data for crack-controlling methods.
出处
《福建建筑》
2004年第3期42-43,共2页
Fujian Architecture & Construction
