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dc.contributor.authorXiao, Feng
dc.date.accessioned2018-05-23T22:24:22Z
dc.date.available2018-05-23T22:24:22Z
dc.date.issued2012-08
dc.identifier.urihttp://hdl.handle.net/11122/8428
dc.descriptionThesis (M.S.) University of Alaska Fairbanks, 2012en_US
dc.description.abstractThe objective of the research is to improve the safety of bridge structures in the state of Alaska through implementation of innovative structural health monitoring (SHM) technologies. The idea is to evaluate structural integrity and serviceability, and to provide reliable information for changing structural response, etc. of monitored bridges. Based on the finite element model's moving load analysis, modal analysis results and field inspection, this study was used to establish a bridge SHM system for a particular bridge including a preferred sensor layout, system integrator and instrumentation suitable for Alaska's remote locations with harsh weather. A variety of sensors were proposed to measure and monitor structural and environmental conditions to assist in the evaluation of the performance of the Klehini River Bridge. This system is able to provide more reliable information on the real structural health condition. It can be used to improve safe performance of this bridge. As a new safety and management tool, this SHM system will complement traditional bridge inspection methods. Implementation of an effective monitoring system will likely result in a reduction in inspection manpower, early detection of deterioration/damage, development of optimum inspection cycle and repair schedules before deterioration/damage grows to a condition where major repairs are required.en_US
dc.description.tableofcontents1. Introduction -- 1.1. Problem statement -- 1.2. Bridge description -- 1.3. Structural health monitoring technology -- 2. Research approaches -- 2.1. Structural characterization -- 2.2 Measurement needs -- 2.3. Types of testing and monitoring -- 2.4. Selection of sensors and systems -- 3. Development of the structural health monitoring system -- 3.1. Introduction -- 3.2. Moving load analysis -- 3.2. Modal analysis -- 3.3. Local finite element analysis -- 3.4. Crack gage -- 3.5. Preliminary sensor layout -- 3.6. Types of monitoring -- 3.7. Equipment -- 3.5. Power supply and internet for remote sensing -- 3.6. Installation of SHM and integration of the system -- 4. Conclusions and future work -- References -- Appendix.en_US
dc.language.isoen_USen_US
dc.subjectBridgesen_US
dc.subjectInspectionen_US
dc.subjectAlaskaen_US
dc.subjectKlehini Riveren_US
dc.subjectStructural health monitoringen_US
dc.subjectBridge failuresen_US
dc.subjectPreventionen_US
dc.subjectStrains and stressesen_US
dc.subjectMeasurementen_US
dc.subjectKlehini River Bridge (Alaska)en_US
dc.titleStructural health monitoring of Klehini River bridgeen_US
dc.typeThesisen_US
dc.type.degreemsen_US
dc.identifier.departmentDepartment of Civil and Environmental Engineeringen_US
refterms.dateFOA2020-03-05T15:41:21Z


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