Development of a Structural Monitoring System for Cable Bridges by Using Seismic Accelerometers
Autor: | Won Seok Jang, Hohyun An, Dae-Jin Kim, Jin Won Nam, Seong-Hoon Jeong |
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Rok vydání: | 2020 |
Předmět: |
Serviceability (structure)
Condition evaluation Computer science response indices 020101 civil engineering 02 engineering and technology Accelerometer lcsh:Technology 0201 civil engineering lcsh:Chemistry 0203 mechanical engineering General Materials Science lcsh:QH301-705.5 Instrumentation Fluid Flow and Transfer Processes seismic accelerometer structural health monitoring lcsh:T business.industry Process Chemistry and Technology General Engineering cable-stayed bridge Structural engineering Condition assessment lcsh:QC1-999 Computer Science Applications Numerical integration 020303 mechanical engineering & transports lcsh:Biology (General) lcsh:QD1-999 lcsh:TA1-2040 Structural health monitoring lcsh:Engineering (General). Civil engineering (General) business Raw data lcsh:Physics Structural monitoring |
Zdroj: | Applied Sciences Volume 10 Issue 2 Applied Sciences, Vol 10, Iss 2, p 716 (2020) |
ISSN: | 2076-3417 |
Popis: | In this study, a structural health monitoring system for cable-stayed bridges is developed. In the system, condition assessment of the structure is performed based on measured records from seismic accelerometers. Response indices are defined to monitor structural safety and serviceability and derived from the measured acceleration data. The derivation process of the indices is structured to follow the transformation from the raw data to the final outcome. The process includes, noise filtering, baseline correction, numerical integration, and calculation of relative differences. The system is packed as a condition assessment program, which consists of four major process of the structural health evaluation: (i) format conversion of the raw data, (ii) noise filtering, (iii) generation of response indices, and (iv) condition evaluation. An example set of limit states is presented to evaluate the structural condition of the test-bed cable-stayed bridge. |
Databáze: | OpenAIRE |
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