Research Article
Jun 1981
Bottom-Supported Concrete Platforms: Overview
Publication: Journal of the Structural Division
Volume 107, Issue 6
Abstract
A concrete gravity platform consists of a cellular caisson made up of a collection of large concrete cylinders supporting three or four large diameter tubular columns with a steel frame deck structure on top. The huge size of the overall structure, and the variety of load conditions, make it complicated to analyze all of the problems with one structural model. The complete soil-structure-water system is divided into separate systems for analysis, and then the load cases are combined with due regard for interaction effects to determine the total response. Three general classes of analyses are involved: (1) Space frames; (2) continuum type shell problems; and (3) soil-structure interaction problems. Methods of predicting elastic-plastic-fracture behavior and implosion pressure on the outer cell walls are mentioned. Kinds of failure of gravity type foundations for offshore structures are given.
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Published In
Journal of the Structural Division
Volume 107 • Issue 6 • June 1981
Pages: 1059 - 1081
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Jun 1981
Published online: Feb 1, 2021
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Authors
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William J. Graff, M.ASCE
Prof. of Civ. Engrg., Univ. of Houston, Houston, Tex. 77004
Wai F. Chen, M.ASCE
Prof. and Head of Struct. Engrg., School of Civ. Engrg., Purdue Univ., West Lafayette, Ind. 47907
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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.