Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Eliyar Asgarieh"'
Autor:
Eric Ye, Xiao Bai, Neil O'Hare, Eliyar Asgarieh, Kapil Thadani, Francisco Perez-Sorrosal, Sujyothi Adiga
Publikováno v:
Proceedings of the 28th ACM SIGKDD Conference on Knowledge Discovery and Data Mining.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::51c65813c0ad477df5a557386be8a81d
https://doi.org/10.1145/3534678.3539189
https://doi.org/10.1145/3534678.3539189
Publikováno v:
Mechanical Systems and Signal Processing. 85:236-251
This paper investigates the effects of different factors on the performance of nonlinear model updating for a seven-story shear wall building model. The accuracy of calibrated models using different data features and modeling assumptions is studied b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c16b343fb2d4552b36536e0894632848
https://doi.org/10.1016/j.ymssp.2016.07.045
https://doi.org/10.1016/j.ymssp.2016.07.045
Publikováno v:
Journal of Sound and Vibration. 333:6057-6073
A model updating methodology is proposed for calibration of nonlinear finite element (FE) models simulating the behavior of real-world complex civil structures subjected to seismic excitations. In the proposed methodology, parameters of hysteretic ma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d0ec2359dda402f0b8d9de715e3a2abc
https://doi.org/10.1016/j.jsv.2014.04.064
https://doi.org/10.1016/j.jsv.2014.04.064
Publikováno v:
Dynamics of Civil Structures, Volume 4 ISBN: 9783319045450
This study is focused on evaluating the performance of different approaches for nonlinear finite element (FE) model calibration of a seven-story shear wall structure based on its response during an earthquake. The seismic response of the structure is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f2bf9e2a22d3b13677d15e4dd990747a
https://doi.org/10.1007/978-3-319-04546-7_28
https://doi.org/10.1007/978-3-319-04546-7_28
Publikováno v:
Topics in Nonlinear Dynamics, Volume 1 ISBN: 9781461465690
While linear finite element (FE) model updating has been successfully applied for predicting structural damage as loss of effective stiffness, nonlinear FE model updating can provide improved and more accurate damage identification (i.e., a more comp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9061cc41f74a7797876d39f564739167
https://doi.org/10.1007/978-1-4614-6570-6_7
https://doi.org/10.1007/978-1-4614-6570-6_7
Publikováno v:
Topics in Modal Analysis II, Volume 6 ISBN: 9781461424185
Even though modal analysis theory is not applicable to nonlinear dynamic structural systems, such systems can be characterized by their time-varying amplitude-dependent instantaneous modal parameters. In this study, the nonlinear behavior of a large-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::211b414e19d598bd83dbc724f98af363
https://doi.org/10.1007/978-1-4614-2419-2_66
https://doi.org/10.1007/978-1-4614-2419-2_66
Autor:
Babak Moaveni, Eliyar Asgarieh
Publikováno v:
Topics on the Dynamics of Civil Structures, Volume 1 ISBN: 9781461424123
In this study, the deterministic-stochastic subspace identification (DSI) method is used for estimating the instantaneous modal parameters of a full scale seven-story shear wall structure. Modal analysis is performed based on short time-windows of in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2778f19ace81bc165afbef86f64fd28d
https://doi.org/10.1007/978-1-4614-2413-0_37
https://doi.org/10.1007/978-1-4614-2413-0_37