Titlebook: Dynamics of Civil Structures, Volume 4; Proceedings of the 3 Fikret Necati Catbas Conference proceedings 2014 The Society for Experimental

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2191-5644 f Materials & Members.Modal Parameter Identification.Modal Testing Methods.System Identification.Active Control.Modal Parameter Estimation.Processing Modal Data.978-3-319-35333-3978-3-319-04546-7Series ISSN 2191-5644 Series E-ISSN 2191-5652

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thwart

Michelle Johnston,Simon Forrestnd then running down the corridor. Initial observations are presented from the pilot data to demonstrate the type and form of data that can be obtained from this setup. The results from this study demonstrate consistency with foot impact trends seen in literature, and confirm the feasibility of the system to be used in future studies.

Fulsome

Expansion of Mode Shapes and Responses on the Offshore Platform Valdemar, strain gauges and wave radars, is chosen as a case study. Results show that the measured response can be expanded with high precision, which provides valuable information when assessing the actual lifetime of the platform. Also it is shown that the expansion technique can be used for assessment of measurement uncertainties.

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Characterization of Human Motion Through Floor Vibration,nd then running down the corridor. Initial observations are presented from the pilot data to demonstrate the type and form of data that can be obtained from this setup. The results from this study demonstrate consistency with foot impact trends seen in literature, and confirm the feasibility of the system to be used in future studies.

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Atrium

https://doi.org/10.1007/978-981-15-3281-8or quantifying the structural impact of cable harnesses on space flight structures, and towards this goal, the authors aim to predict cable damping and resonance behavior. Cables can be modeled as shear beams, but the shear beam model assumes a homogenous, isotropic material, which a stranded cable

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Flagging

Water-Related Urbanization and Localityrategies exist for minimising the displacement of the host structure. Normally these strategies work best when the resonant frequency of the TMD is closely tuned to that of the structural mode that is being targeted. This can be an issue for structures with significant live loads such as slender bri

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