Research Article
May 1973
Beaver Valley Containment Structure
Abstract
Unusual design concepts as well as more formalized approaches are required in the design of a containment structure. Governing loading conditions must be recognized and criteria established for delineating maximum loads. Design loads for both external loading and internal loading caused by seismic and pipe break conditions requires careful analysis to provide maximum design criteria. The large forces existing in the mat shell and dome are investigated and solutions obtained which are both economical and practical. The liner and penetrations through the shell are analyzed to provide compatibility with the rest of the structure. Materials such as concrete and reinforcing steel must be carefully reviewed for maximum utilization and control. Construction features form an integral part in the development and design of the structure. A proof test is used to establish the structural integrity of the structure.
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Information & Authors
Information
Published In
Journal of the Power Division
Volume 99 • Issue 1 • May 1973
Pages: 51 - 67
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: May 1973
Published online: Feb 11, 2021
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Authors
Affiliations
Steven H. Popper, AM.ASCE
Struc. Engr., Struct. Div., Stone & Webster Engrg. Corp., Boston, Mass.
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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.