Comparison of design methods for a tank-bottom annular plate and concrete ringwall

[diro]

Hi, I'm looking for a paper from "Journal of pressure vessel",
"Comparison of design methods for a tank-bottom annular plate and concrete ringwall"
Could somebody share it.
Thanks in advance.
Diro

[FATHI]

... I am also interrested

Please note that in the Meijer Book 3Above ground storage tanks" , there is an example of a storage tank concrete design

[FATHI]

correction

Please note that in the Meijer Book 3Above ground storage tanks" , there is an example of a storage metallic tank with concrete ring wall

[diro]

correction

Please note that in the Meijer Book 3Above ground storage tanks" , there is an example of a storage metallic tank with concrete ring wall

FATHI,Thank you, but I don't have that book.
Could you share it ?

I'm looking for the annular plate design by elastics analisys.

[FATHI]

Sorry diro , I do not have that book , but try yourself on the web
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On the web , try also to find this document = Basis of Seismic Design Provisions for Welded Steel Oil Storage Tanks Authors = Wozniak, R.S. and Mitchell, W.W

This publication was the basis of API 650 , it used to be referenced therein

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There are also some good sites , such as
ast forum
and =

[link Point to another website Only the registered members can access] start at chapter 2

[KP SAHU]

Periodical detail is here:-


Comparison of design methods for a tank-bottom annular plate and concrete ringwall




References and further reading may be available for this article. To view references and further reading you must purchase this article.


T. Y. Wu and G. R. Liu

Department of Mechanical and Production Engineering, The National University of Singapore, 10 Kent Ridge Crescent, Singapore, Singapore 119260

Received 7 March 2000; revised 27 June 2000; accepted 3 August 2000. Available online 10 November 2000.

Abstract
This paper studies three design methods for a bottom annular plate of large storage tanks and the design of the concrete ring wall. It is shown that the annular-plate width, thickness, and the width that will project beyond the outer surface of the shell can be calculated analytically. The design of the annular bottom plate and the concrete ringwall is discussed and the need for an accurate representation for the interaction between the bottom plate and the foundation is emphasised.

KP SAHU