Please use this identifier to cite or link to this item: http://hdl.handle.net/20.500.12188/2357
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dc.contributor.authorVolcev, Risteen_US
dc.contributor.authorTodorov, Koceen_US
dc.contributor.authorLazarov, Ljupcoen_US
dc.date.accessioned2019-06-21T11:33:56Z-
dc.date.available2019-06-21T11:33:56Z-
dc.date.issued2017-10-
dc.identifier.isbn978-608-4510-32-1-
dc.identifier.urihttp://hdl.handle.net/20.500.12188/2357-
dc.description.abstractApplication of base isolation systems is one of the possible solutions to avoid the negative effects from irregularity of structures in plan. In order to investigate the advantages of the application of these systems, a detailed evaluation of the behaviour of six spatial five storey structures with different level of plan irregularity and different shapes in plan was performed. All structures are analysed as fixed base and base isolated. At irregular structures with rectangular shape in plan, base isolation significantly reduces eccentricity between the centre of stiffness and the centre of mass. Oppositely, in structures with “T” shape, eccentricity is larger at base isolated models. The maximal interstorey drifts of base isolated models are about 2,5 times smaller in comparison with the fixed base.en_US
dc.language.isomken_US
dc.publisherMacedonian Association of Structural Engineersen_US
dc.relation.ispartofseries17;pp. 544-555-
dc.subjectEurocode 8, plan irregularity, seismicity, base isolation, dynamic analysisen_US
dc.titleApplication of base isolation systems at plan irregular structuresen_US
dc.typeProceeding articleen_US
dc.relation.conference17 International symposium of MASE, Ohrid 2017en_US
item.grantfulltextnone-
item.fulltextNo Fulltext-
crisitem.author.deptFaculty of Civil Engineering-
Appears in Collections:Faculty of Civil Engineering: Conference papers
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