Research Article
Jun 1972
Analysis and Design of Hyperbolic Cooling Towers
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYAuthors: German Gurfinkel, M.ASCE, and Adolf WalserAuthor Affiliations
Abstract
The analysis and design of a given hyperbolic cooling tower for a nuclear power plant are reviewed. Analysis is performed using available computer programs. Various loading conditions on the tower such as wind, earthquake, thermal, and self-weight, are considered and their effects are combined and compared. A number of wind-load distributions, used in Britain, Belgium, and the US, are taken for the analysis; and the corresponding results are compared. The effects of various conditions of base restraint on the results are also studied. The design of the reinforcement for the shell is given with details of the actual reinforcement layout. It was concluded that wind loading is the governing design condition for the hyperbolic towers. Also, it is suggested that ultimate design methods be used with adequate load and capacity-reduction factors. To prevent widespread cracking of the concrete, the design should call for reinforcement bars placed in double layers in both faces of the shell.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Power Division
Volume 98 • Issue 1 • June 1972
Pages: 133 - 152
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Jun 1972
Published online: Feb 11, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
German Gurfinkel, M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Illinois, Urbana, Ill., and Staff Consultant, Sargent & Lundy Engrs., Chicago, Ill.
Adolf Walser
Supervisor, Special Structures Section, Sargent & Lundy, Engrs., Chicago, Ill.
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.