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This paper describes the sensitivity-analysis-based FE model updating method and its application to structure condition assessment with particular reference to bridges, including specific considerations for FE modeling for updating and the model updating procedure for successful condition assessment.
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The database and insights developed from the present work will be useful for cracking damage-tolerant design of steel-plated structures and also for condition assessment or health monitoring of aging steel-plated structures.
The insights developed from the present work will be useful for cracking damage-tolerant design of steel-plated structures and also for health monitoring or condition assessment of aging steel-plated structures with cracking damages.
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The use of field instrumentation for condition assessment of geo-structures or to monitor the on-site behavior of foundations, soils, embankments, and structures is being required more and more on many projects.
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Development of methodology for accurate and reliable condition assessment of civil structures has become increasingly important.
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