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Titlebook: Sensing Issues in Civil Structural Health Monitoring; Farhad Ansari Conference proceedings 2005 Springer Science+Business Media B.V. 2005

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Determination of Rebar Forces Based on the Exterior Crack Opening Displacement Measurement of Reinfoproblem formulation of the forward and inverse analysis of reinforced concrete fracture is briefly mentioned. The forward problem is to solve for the crack opening displacement profile with externally applied load and rebar forces given, while the inverse problem is to solve for rebar forces with th
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Monitoring System Based on Optical Fiber Sensing Technology for Tunnel Structures and Other Infrastre of the widespread presence of an enormous infrastructure which acts as a network. Unfortunately, these infrastructure elements are subject to degradation over time, reduced functionality, and loss of functionality as a result of factors such as a wide variety of installation environments, natural
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Monitoring and Response of CFRP Prestressed Concrete Bridgeusion techniques, allowing to reduce data redundancies and to save only the useful information. This goal is among the main targets of a proposal for an Italian national research project, coordinated by the Authors and involving 9 Italian Universities.
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Development of an Earthquake Damage Detection System for Bridge Structuresr presents the proposed “Seismic Damage Evaluation System for Bridge Structures” and the effectiveness of proposed damage evaluation method is demonstrated through a series of shaking table tests. Also, the integration of proposed system to the SATURN system, which is practically used in Japan as a seismic damage information system, is discussed.
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