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.

引用

页码：257 / 264

页数：8

共 7 条

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[2] [Anonymous], 1984, THEORY PLATES SHELLS
[3] Billington D.P., 1965, Thin shell concrete structures
[4] Hetenyi M., 1946, Beams on Elastic Foundations
[5] KELKAR VS, 1987, FUNDAMENTALS ANAL DE
[6] LARGE DEFLECTION ELASTIC PLASTIC ANALYSIS OF CYLINDRICAL-SHELLS USING THE FINITE STRIP METHOD
KUMAR, P
OLSON, MD
ANDERSON, DL
[J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1991, 31 (05) : 837 - 857
[7] WEST HH, 1993, FUNDAMENTALS STRUCTU

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