Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/94969
Title: In-structure shock assessment of underground structures with consideration of rigid body motion
Authors: Ma, Guowei
Zhou, Hongyuan
Chong, Karen
Keywords: DRNTU::Engineering::Civil engineering
Issue Date: 2011
Source: Ma, G.W., Zhou, H. Y. & Chong, K. (2011). In-structure shock assessment of underground structures with consideration of rigid body motion. Journal of Engineering Mechanics, 137 (12), 797-806.
Series/Report no.: Journal of engineering mechanics
Abstract: The present study assesses the in-structure shock of an underground structure induced by a nearby subsurface detonation. Both the rigid body motion of the entirely buried structure and the local response of the structural element are considered in characterizing the in-structure shock. Soil-structure interaction, behaving as an interfacial damping, is taken into account, and the effect of different surrounding soils is investigated. A response spectrum is plotted for assessing in-structure shock induced by a typical subsurface detonation, and subsequently the safety of the internal facilities and equipment mounted on the buried structure is evaluated. For safety purposes, the protective structures are better constructed in a site with small acoustic impedance and a large attenuation factor. Results show that the proposed in-structure shock assessment method is effective and can be used as a supplement to TM-5-855-1 and TM-5-1300.
URI: https://hdl.handle.net/10356/94969
http://hdl.handle.net/10220/8136
DOI: 10.1061/(ASCE)EM.1943-7889.0000300
Rights: © 2011 American Society of Civil Engineers. This is the author created version of a work that has been peer reviewed and accepted for publication by Journal of engineering mechanics, American Society of Civil Enginee. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [DOI: http://dx.doi.org/10.1061/(ASCE)EM.1943-7889.0000300 ]
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Journal Articles

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