摘要
1500m^3钢筋混凝土倒锥形水塔是为阿尔及利亚首都改造供水条件的需要而设计。本文着重对倒锥形水柜采用边缘干扰有矩理论分析计算,塔身抗震计算及基础的选型、变厚度钢筋混凝土圆板基础的设计情况作简要介绍。
Design of reinforced concrete invert tapered shell for water tower was to meet the need of transforming the condition of water supplies in the capital of Algeria. This paper introduces the stresses analysis of the invert tapered shell by the moment theory to consider the edge disturbance, seismic design of tower shaft selection of foundation types and design of reinforced concrete round plate foundation with thickness changed.
出处
《建筑科学》
1992年第2期52-57,共6页
Building Science
