Computer aided design of post-tensioned concrete reservoirs

Date

2002-11-01

Author

Oztorun, NK
Utku, M

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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. A spherical dome or circular plate roof, cylindrical container, top and bottom ring beams together with a 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 has been developed based on this formulation and successfully used in the design of post-tensioned concrete water tanks with diameters of 80 m built in Saudi Arabia. (C) 2002 Civil-Comp Ltd. and Elsevier Science Ltd. All rights reserved.

Subject Keywords

Mechanical Engineering, Modelling and Simulation, General Materials Science, Civil and Structural Engineering, Computer Science Applications

URI

https://hdl.handle.net/11511/65050

Journal

COMPUTERS & STRUCTURES

DOI

https://doi.org/10.1016/s0045-7949(02)00244-4

Collections

Department of Civil Engineering, Article

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Citation Formats

N. Oztorun and M. Utku, “Computer aided design of post-tensioned concrete reservoirs,” COMPUTERS & STRUCTURES, pp. 2195–2207, 2002, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/65050.