Parametric identification of damaged dynamic systems with hysteresis and slip

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dc.contributor.author Ceravolo, Rosario
dc.contributor.author Zanotti Fragonara, Luca
dc.contributor.author Erlicher, S.
dc.contributor.author Bursi, O. S.
dc.date.accessioned 2016-03-17T11:00:31Z
dc.date.available 2016-03-17T11:00:31Z
dc.date.issued 2011-12-31
dc.identifier.citation Ceravolo R., et al 2011, Journal of Physics: Conference Series 305 012050 en_UK
dc.identifier.issn 1742-6588
dc.identifier.uri http://iopscience.iop.org/article/10.1088/1742-6596/305/1/012050/meta
dc.identifier.uri http://dspace.lib.cranfield.ac.uk/handle/1826/9792
dc.description.abstract The improvement of performance-based seismic design techniques requires the understanding of the overall behaviour of a structure up to collapse. Therefore, both experimental data and analytical models are needed. In a greater detail, material and geometrical nonlinearities, strength degradation and stiffness deterioration should be identified. Also in view of probabilistic-based simulations, hysteretic models, i.e. models able to describe with accuracy the hysteretic and degrading nature of the dynamic response of structures, have to be striven for. At higher level of excitation or under seismic loading, civil structures can exhibit slip effects. This paper presents a technique for the identification of non-linear in framed systems. A new a model for simulating slip effects is also introduced, which demonstrated to be suitable for identification purposes. en_UK
dc.language.iso en en_UK
dc.publisher IOP Publishing en_UK
dc.rights CC-BYContent from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.” You are free to: Share — copy and redistribute the material in any medium or format Adapt — remix, transform, and build upon the material for any purpose, even commercially. The licensor cannot revoke these freedoms as long as you follow the license terms. Under the following terms: Attribution — You must give appropriate credit, provide a link to the license, and indicate if changes were made. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use. No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits. Notices: You do not have to comply with the license for elements of the material in the public domain or where your use is permitted by an applicable exception or limitation. No warranties are given. The license may not give you all of the permissions necessary for your intended use. For example, other rights such as publicity, privacy, or moral rights may limit how you use the material. en_UK
dc.title Parametric identification of damaged dynamic systems with hysteresis and slip en_UK
dc.type Article en_UK


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