Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 이종세 | - |
dc.date.accessioned | 2020-11-30T00:28:19Z | - |
dc.date.available | 2020-11-30T00:28:19Z | - |
dc.date.issued | 2003-07 | - |
dc.identifier.citation | Earthquake Engineering and Structural Dynamics, v. 32, issue. 13, page. 1955-1975 | en_US |
dc.identifier.issn | 0098-8847 | - |
dc.identifier.uri | https://onlinelibrary.wiley.com/doi/abs/10.1002/eqe.303 | - |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/156047 | - |
dc.description.abstract | This paper presents an input and system identification technique for a soil-structure interaction system using earthquake response data. Identification is carried out on the Hualien large-scale seismic test structure, which was built in Taiwan for international joint research. The identified quantities are the input ground acceleration as well as the shear wave velocities of the near-field soil regions and Young's moduli of the shell sections of the structure. The earthquake response analysis on the soil-structure interaction system is carried out using the finite element method incorporating the infinite element formulation for the unbounded layered soil medium and the substructured wave input technique. The criterion function for the parameter estimation is constructed using the frequency response amplitude ratios of the earthquake responses measured at several points of the structure, so that the information on the input motion may be excluded. The constrained steepest descent method is employed to obtain the revised parameters. The simulated earthquake responses using the identified parameters and input ground motion show excellent agreement with the measured responses. | en_US |
dc.description.sponsorship | This work was financially supported by a National Research Laboratory Program of the Korea Institute S & T Evaluation and Planning (Grant No: M1-0104-00-0295) and the BH research program at Hanyang University. The authors express their appreciation for this support. They also express their gratitude to Korea Institute of Nuclear Safety for providing the Hualien large-scale seismic test data. | en_US |
dc.language.iso | en_US | en_US |
dc.publisher | John Wiley and Sons Ltd | en_US |
dc.subject | input and system identification | en_US |
dc.subject | Hualien LSST structure | en_US |
dc.subject | soil–structure interaction | en_US |
dc.subject | earth-quake response data | en_US |
dc.subject | ratios of frequency response amplitudes | en_US |
dc.subject | constrained steepest descent method | en_US |
dc.title | Input and System Identification of the Hualien Soil-structure Interaction System Using Earthquake Response Data | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.1002/eqe.303 | - |
dc.relation.journal | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | - |
dc.contributor.googleauthor | Choi, Jun‐Seong | - |
dc.contributor.googleauthor | Yun, Chung‐Bang | - |
dc.contributor.googleauthor | Lee, Jong Seh | - |
dc.relation.code | 2009202689 | - |
dc.sector.campus | E | - |
dc.sector.daehak | COLLEGE OF ENGINEERING SCIENCES[E] | - |
dc.sector.department | DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING | - |
dc.identifier.pid | jonglee | - |
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