Seismic Response of Adjacent Steel Structures Connected by Passive Device

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dc.contributor.authorRoh, Hwasung
dc.contributor.authorCimellaro, Gian P.
dc.contributor.authorLopez Garcia, Diego
dc.date.accessioned2024-01-10T12:42:27Z
dc.date.available2024-01-10T12:42:27Z
dc.date.issued2011
dc.description.abstractIn this study, the seismic response of adjacent steel structures linked to one another at different floor levels by passive devices is evaluated. Two types of connectors are considered: linear viscous dampers and linear springs. Various combinations of type and location of the connectors are analyzed for wide ranges of their characteristics. Influence of the structural properties (ratio of number of stories and ratio of fundamental periods) and the properties of the excitation (frequency) on the story response are also investigated. The results show that reduction of the story drift and the floor acceleration is not possible if the structures are connected to one another solely by the springs. However, it is feasible if the structures are linked to one another by either: (a) viscous dampers or (b) combinations of viscous dampers and springs. Herein, response reductions corresponding to case (b) are generally smaller than those corresponding to case (a). Also, the coupling control approach is more effective in controlling the response than the uncoupled approach.
dc.fechaingreso.objetodigital2024-05-16
dc.format.extent19 páginas
dc.fuente.origenWOS
dc.identifier.doi10.1260/1369-4332.14.3.499
dc.identifier.issn1369-4332
dc.identifier.urihttps://doi.org/10.1260/1369-4332.14.3.499
dc.identifier.urihttps://repositorio.uc.cl/handle/11534/77512
dc.identifier.wosidWOS:000291326900012
dc.information.autorucIngeniería;Lopez-Garcia D ;S/I;1004185
dc.issue.numero3
dc.language.isoen
dc.nota.accesocontenido parcial
dc.pagina.final517
dc.pagina.inicio499
dc.publisherMULTI-SCIENCE PUBL CO LTD
dc.revistaADVANCES IN STRUCTURAL ENGINEERING
dc.rightsacceso restringido
dc.subjectadjacent steel structures
dc.subjectspring connectors
dc.subjectviscous dampers
dc.subjectseismic response
dc.subjectstory drift
dc.subjectfloor acceleration
dc.subjectVISCOELASTIC DAMPERS
dc.subjectBUILDINGS
dc.subjectSHEAR
dc.subject.ods11 Sustainable Cities and Communities
dc.subject.odspa11 Ciudades y comunidades sostenibles
dc.titleSeismic Response of Adjacent Steel Structures Connected by Passive Device
dc.typeartículo
dc.volumen14
sipa.codpersvinculados1004185
sipa.indexWOS
sipa.indexScopus
sipa.trazabilidadCarga SIPA;09-01-2024
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