Computer analysis of prestressed concrete cylindrical tanks

被引：0
|
作者：
Öztorun, NK [1 ]
Utku, M [1 ]
机构：
[1] Univ Istanbul, Dept Civil Engn, Istanbul, Turkey
来源：
COMPUTATIONAL CIVIL AND STRUCTURAL ENGINEERING | 2000年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A computer method based on the classical shell and plate theories is presented for the elastic analysis of cylindrical water tanks subjected to axisymmetrical loading and post-tensioning loads. Spherical dome or circular plate roof, cylindrical container, top and bottom ring beams together with circular plate foundation are considered as possible components of a water tank in the flexibility formulation. Classical shell, plate, and ring beam theories are used to obtain flexibility coefficients. A computer program is developed based on this formulation and successfully used in the design of prestressed concrete water tanks with diameters of eighty-meter built in Saudi Arabia.
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页码：257 / 264
页数：8
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