Research Article
Aug 1960
Underground Structures Subject to Air Overpressure
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 86, Issue 4
Abstract
An analytical procedure is presented for determining the damage to underground structures induced by pseudo-steady state air overpressure. By introducing appropriate assumptions from the fields of soil mechanics and structural dynamics, it is possible to derive analytical expressions that relate the parameters of the structure, the soil, and the loading as they affect the failure of the structure. The assumptions are stated and the derivation of the analytical procedure is presented. A separate section is devoted to the application of the procedure for the cases of analysis of the vulnerability of an underground structure and the design of an underground structure for any desired level of protection.
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Published In
Journal of the Engineering Mechanics Division
Volume 86 • Issue 4 • August 1960
Pages: 87 - 103
Copyright
© 1960 American Society of Civil Engineers.
History
Published in print: Aug 1960
Published online: Feb 3, 2021
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Authors
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Ernest T. Selig, AM.ASCE
Asst. Research Engr., Struct. Analysis, Armour Research Foundation of Illinois Inst. of Tech., Chicago, Ill.
Keith E. McKee, M.ASCE
Research Engr., Struct. Analysis, Armour Research Foundation of Illinois Inst. of Tech., Chicago, Ill.
Eben Vey, F.ASCE
Prof. of Civ, Engrg., Illinois Inst. of Tech. and Soil Mechanics Cons., Armour Research Foundation, Chicago, Ill.
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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.