In-structure shock of underground structures : a revisit with experimental investigation

In-structure shock of underground structures subjected to ground shocks is investigated, both theoretically and experimentally. In the theoretical prediction, the ground shock is simplified to a triangular pulse with a rise time. It is found that the acceleration time history of the structure when t...

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Main Authors: Zhou, Hongyuan, Beppu, Masuhiro, Ma, Guowei, Zhao, Zhiye
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2014
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Online Access:https://hdl.handle.net/10356/103640
http://hdl.handle.net/10220/19376
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1036402020-04-23T03:52:44Z In-structure shock of underground structures : a revisit with experimental investigation Zhou, Hongyuan Beppu, Masuhiro Ma, Guowei Zhao, Zhiye School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design In-structure shock of underground structures subjected to ground shocks is investigated, both theoretically and experimentally. In the theoretical prediction, the ground shock is simplified to a triangular pulse with a rise time. It is found that the acceleration time history of the structure when the rise time of the ground shock is considered is significantly different from that when it is neglected. A small scale test is designed and conducted to validate the theoretical prediction. The comparison of the measured and predicted acceleration time histories suggests that the theoretical prediction with ground shock rise time considered is more reasonable. Further, shock response spectra for the equipment attached to the underground structure are established and a case study indicates that in-structure shock level of the devices predicted by the model with ground shock rise time is higher than that predicted without consideration of the ground shock rise time. It is shown that the present assessment of in-structure shock is reasonably accurate and it can be used for a preliminary design of underground structures where in-structure shock is concerned. Accepted version 2014-05-20T02:03:42Z 2019-12-06T21:16:52Z 2014-05-20T02:03:42Z 2019-12-06T21:16:52Z 2013 2013 Journal Article Zhou, H., Beppu, M., Ma, G., & Zhao, Z. (2013). In-structure shock of underground structures: A revisit with experimental investigation. Engineering Structures, 56, 1620–1630. https://hdl.handle.net/10356/103640 http://hdl.handle.net/10220/19376 10.1016/j.engstruct.2013.07.037 179317 en Engineering structures © 2013 Elsevier Ltd. This is the author created version of a work that has been peer reviewed and accepted for publication by Engineering Structures, Elsevier Ltd.. 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: [http://dx.doi.org.ezlibproxy1.ntu.edu.sg/10.1016/j.engstruct.2013.07.037]. application/pdf
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Structures and design
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Zhou, Hongyuan
Beppu, Masuhiro
Ma, Guowei
Zhao, Zhiye
In-structure shock of underground structures : a revisit with experimental investigation
description In-structure shock of underground structures subjected to ground shocks is investigated, both theoretically and experimentally. In the theoretical prediction, the ground shock is simplified to a triangular pulse with a rise time. It is found that the acceleration time history of the structure when the rise time of the ground shock is considered is significantly different from that when it is neglected. A small scale test is designed and conducted to validate the theoretical prediction. The comparison of the measured and predicted acceleration time histories suggests that the theoretical prediction with ground shock rise time considered is more reasonable. Further, shock response spectra for the equipment attached to the underground structure are established and a case study indicates that in-structure shock level of the devices predicted by the model with ground shock rise time is higher than that predicted without consideration of the ground shock rise time. It is shown that the present assessment of in-structure shock is reasonably accurate and it can be used for a preliminary design of underground structures where in-structure shock is concerned.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Zhou, Hongyuan
Beppu, Masuhiro
Ma, Guowei
Zhao, Zhiye
format Article
author Zhou, Hongyuan
Beppu, Masuhiro
Ma, Guowei
Zhao, Zhiye
author_sort Zhou, Hongyuan
title In-structure shock of underground structures : a revisit with experimental investigation
title_short In-structure shock of underground structures : a revisit with experimental investigation
title_full In-structure shock of underground structures : a revisit with experimental investigation
title_fullStr In-structure shock of underground structures : a revisit with experimental investigation
title_full_unstemmed In-structure shock of underground structures : a revisit with experimental investigation
title_sort in-structure shock of underground structures : a revisit with experimental investigation
publishDate 2014
url https://hdl.handle.net/10356/103640
http://hdl.handle.net/10220/19376
_version_ 1681057904559390720