Titlebook: Dynamics of Civil Structures, Volume 2; Proceedings of the 4 Hae Young Noh,Matthew Whelan,P. Scott Harvey Conference proceedings 2023 The S

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Modal Identification of a Railway Bridge Under Train Crossings: A Comparative Study,n railway bridges in the form of higher train speeds and axle loads. In order to ensure the safety of railway infrastructure, their dynamic response must be studied in detail and health be monitored. Vibration signatures of railway bridges are commonly used to fulfill these tasks. In particular, amb

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Real-Time and Web-Based Structural Damage Detection Network for Multiple Structures,oring system improves resiliency and helps manage the operation and maintenance of structures in an optimum way. The authors have focused on stadia-type laboratory structures for this network. Health monitoring of stadia has been conducted at multiple places in the world; however, a network of stadi

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Identification of Damage in Composite Beams Involving Both Flexural and Shear Link Damages,ect of structural monitoring and damage identification, involve some form of composite components. The structural performance of a composite structure is dependent upon the conditions of the basic flexure-pertinent constituents, e.g., the material degradation (reduced Young’s modulus) or cracking in

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Anomaly Detection Through Long-Term SHM: Some Interesting Cases on Bridges,sign of monitoring systems, based on cheaper hardware, at the same time granting satisfactory performances, is making available huge data flows, allowing researchers not just to create a wide database but also to create logbooks of possible anomalies and defects, which can be both related to the inf

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A Framework for Developing Efficient Vehicle-Bridge Interaction Models Within a Commercial Finite Ever, there is inherent complexity in the development of VBI models which must account for multibody dynamics of vehicles, structural dynamics of bridges, and vehicle-bridge contact relationships. Within the literature, three distinct frameworks exist for handling the model complexity of VBI: (1) har

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Damaged Metamaterials: Structural Health Monitoring and Damage Tolerance,udies of metamaterials assume that the structure is intact and undamaged. However, all real-world structures will eventually experience some damage (e.g., due to manufacturing defects, material inclusions, handling damage, corrosion, etc.). For metamaterials to be placed in service in real applicati