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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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書目名稱Dynamics of Civil Structures, Volume 4
副標題Proceedings of the 3
編輯Fikret Necati Catbas
視頻videohttp://file.papertrans.cn/285/284030/284030.mp4
概述Includes supplementary material:
叢書名稱Conference Proceedings of the Society for Experimental Mechanics Series
圖書封面Titlebook: Dynamics of Civil Structures, Volume 4; Proceedings of the 3 Fikret Necati Catbas Conference proceedings 2014 The Society for Experimental
描述This fourth volume of eight from the IMAC - XXXII Conference, brings together contributions to this important area of research and engineering. The collection presents early findings and case studies on fundamental and applied aspects of Structural Dynamics, including papers on:.Linear Systems.Substructure Modelling.Adaptive Structures.Experimental Techniques.Analytical Methods.Damage Detection.Damping of Materials & Members.Modal Parameter Identification.Modal Testing Methods.System Identification.Active Control.Modal Parameter Estimation.Processing Modal Data.
出版日期Conference proceedings 2014
關鍵詞Damage Detection and Modeling; Dynamics of Civil Structures; IMAC; IMAC 2014; Shock and Vibration; Societ
版次1
doihttps://doi.org/10.1007/978-3-319-04546-7
isbn_softcover978-3-319-35333-3
isbn_ebook978-3-319-04546-7Series ISSN 2191-5644 Series E-ISSN 2191-5652
issn_series 2191-5644
copyrightThe Society for Experimental Mechanics, Inc. 2014
The information of publication is updating

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Cable Parameters for Homogenous Cable-Beam Models for Space Structures,or 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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Expansion of Mode Shapes and Responses on the Offshore Platform Valdemar, the potential for extending the lifetime of offshore platforms by implementation of Structural Monitoring Systems (SMS). The project, which this paper is based on, uses an expansion technique as a first step in the sequence of assessing the actual lifetime of a platform. Mode shapes and natural fre
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Vibration Testing of a Floor During Multiple Phases of Construction,e requirements and accessibility, both of which limit the opportunities available for testing. Clean measurement data can sometimes be difficult to obtain due to disturbances on site from other construction activities. This paper presents the results from a unique opportunity to conduct full modal t
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Investigation of a Slab on Grade Supporting Sensitive Equipment,f the facilities that contain these instruments has also increased. This paper presents a case study of the performance of a slab on grade constructed in a high performance research facility that houses various pieces of sensitive equipment such as an electron beam lithography system, scanning elect
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