Exploring the wireless sensor node tradespace within Structural Health Monitoring

Thesis: S.M. in Engineering and Management, Massachusetts Institute of Technology, Engineering Systems Division, System Design and Management Program, 2015. === Cataloged from PDF version of thesis. === Includes bibliographical references (pages 69-74). === Historically, Structural Health Monitoring...

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Main Author: Clernon, George
Other Authors: Patrick Hale.
Format: Others
Language:English
Published: Massachusetts Institute of Technology 2015
Subjects:
Online Access:http://hdl.handle.net/1721.1/100370
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spelling ndltd-MIT-oai-dspace.mit.edu-1721.1-1003702019-05-02T16:16:08Z Exploring the wireless sensor node tradespace within Structural Health Monitoring Clernon, George Patrick Hale. System Design and Management Program. Massachusetts Institute of Technology. Engineering Systems Division. System Design and Management Program. Engineering Systems Division. System Design and Management Program. Thesis: S.M. in Engineering and Management, Massachusetts Institute of Technology, Engineering Systems Division, System Design and Management Program, 2015. Cataloged from PDF version of thesis. Includes bibliographical references (pages 69-74). Historically, Structural Health Monitoring (SHM) involved visually or acoustically observing a structure and if damage was detected, remedial action was undertaken to repair or replace it. For example, as early as 6,500 BC, potters were known to listen for audible sounds during the cooling of their ceramics, signifying structural failure. In 1864 the UK parliament legislated for dam monitoring after a dam failure lead to the deaths of 254 people. The Golden Gate and Bay Bridges in San Francisco were monitored by Dean S. Carder in 1937 to determine "the probabilities of damage due to resonance" during an earthquake. Given the technological limitations of the last century, the predominant focus of SHM has been on identifying and understanding the global modal properties of a structure. However, the promise of SHM is the detection of any damage to infrastructure at the earliest possible moment from an array of sensors and actuators. To achieve this goal, not only global but local facets of the structure must be monitored. If this promise is realized, it will be possible to design bridges closer to their tolerances, to extend their operational lives, and to switch servicing to more cost-effective condition based maintenance. Such changes will reduce construction and maintenance costs while still providing the same level of service. This thesis will explore the wireless sensor node tradespace with the specific intent of delving into the areas limiting large scale, high density, localized coverage of structural health monitoring of bridges. by George Clernon. S.M. in Engineering and Management 2015-12-16T16:34:50Z 2015-12-16T16:34:50Z 2015 2015 Thesis http://hdl.handle.net/1721.1/100370 931597137 eng M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission. http://dspace.mit.edu/handle/1721.1/7582 74 pages application/pdf Massachusetts Institute of Technology
collection NDLTD
language English
format Others
sources NDLTD
topic Engineering Systems Division.
System Design and Management Program.
spellingShingle Engineering Systems Division.
System Design and Management Program.
Clernon, George
Exploring the wireless sensor node tradespace within Structural Health Monitoring
description Thesis: S.M. in Engineering and Management, Massachusetts Institute of Technology, Engineering Systems Division, System Design and Management Program, 2015. === Cataloged from PDF version of thesis. === Includes bibliographical references (pages 69-74). === Historically, Structural Health Monitoring (SHM) involved visually or acoustically observing a structure and if damage was detected, remedial action was undertaken to repair or replace it. For example, as early as 6,500 BC, potters were known to listen for audible sounds during the cooling of their ceramics, signifying structural failure. In 1864 the UK parliament legislated for dam monitoring after a dam failure lead to the deaths of 254 people. The Golden Gate and Bay Bridges in San Francisco were monitored by Dean S. Carder in 1937 to determine "the probabilities of damage due to resonance" during an earthquake. Given the technological limitations of the last century, the predominant focus of SHM has been on identifying and understanding the global modal properties of a structure. However, the promise of SHM is the detection of any damage to infrastructure at the earliest possible moment from an array of sensors and actuators. To achieve this goal, not only global but local facets of the structure must be monitored. If this promise is realized, it will be possible to design bridges closer to their tolerances, to extend their operational lives, and to switch servicing to more cost-effective condition based maintenance. Such changes will reduce construction and maintenance costs while still providing the same level of service. This thesis will explore the wireless sensor node tradespace with the specific intent of delving into the areas limiting large scale, high density, localized coverage of structural health monitoring of bridges. === by George Clernon. === S.M. in Engineering and Management
author2 Patrick Hale.
author_facet Patrick Hale.
Clernon, George
author Clernon, George
author_sort Clernon, George
title Exploring the wireless sensor node tradespace within Structural Health Monitoring
title_short Exploring the wireless sensor node tradespace within Structural Health Monitoring
title_full Exploring the wireless sensor node tradespace within Structural Health Monitoring
title_fullStr Exploring the wireless sensor node tradespace within Structural Health Monitoring
title_full_unstemmed Exploring the wireless sensor node tradespace within Structural Health Monitoring
title_sort exploring the wireless sensor node tradespace within structural health monitoring
publisher Massachusetts Institute of Technology
publishDate 2015
url http://hdl.handle.net/1721.1/100370
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