Book
Design seismic response evaluation for 2d frames and 3d wall systems with flexible foundation using capacity spectrum method
| Title: | Design seismic response evaluation for 2d frames and 3d wall systems with flexible foundation using capacity spectrum method |
|---|---|
| Authors: | Apostolska, Roberta, Bonev, Zdravko Petkov, Blagoev, D., Vasseva, E., Necevska-Cvetanovska, G. |
| Publisher Information: | University of Malta. Department of Building & Civil Engineering |
| Publication Year: | 2008 |
| Collection: | University of Malta: OAR@UM / L-Università ta' Malta |
| Subject Terms: | Structural analysis (Engineering) -- Mathematical models, Earthquake engineering -- Mathematical models, Structural analysis (Engineering) -- Computer programs, Structural frames -- Models, Concrete walls -- Design and construction |
| Description: | ▪ The recent advent of performance based design has brought the nonlinear static pushover analysis to the forefront as one of the most simplified procedure for evaluation of structural capacity. The capacity of the structure is represent through shear base force-top displacement curve. Capacity Spectrum Method (Freeman 1998) is a reliable tool for determination of target displacements. This procedure is incorporate in the Eurocode 8 and enables calculation of behaviour factor and peak seismic response of the structure. ; ▪ During the passed couple of years the method is under active development. The main goal is to extend the method with inclusion a variety of relevant factors that may influence the structural behavior. [excerpt from Description] ; peer-reviewed |
| Document Type: | book part |
| Language: | English |
| ISBN: | 978-99909-44-40-2 99909-44-40-7 |
| Relation: | https://www.um.edu.mt/library/oar/handle/123456789/86109 |
| Availability: | https://www.um.edu.mt/library/oar/handle/123456789/86109 |
| Rights: | info:eu-repo/semantics/restrictedAccess ; The copyright of this work belongs to the author(s)/publisher. The rights of this work are as defined by the appropriate Copyright Legislation or as modified by any successive legislation. Users may access this work and can make use of the information contained in accordance with the Copyright Legislation provided that the author must be properly acknowledged. Further distribution or reproduction in any format is prohibited without the prior permission of the copyright holder. |
| Accession Number: | edsbas.FFF60DCB |
| Database: | BASE |
| FullText | Text: Availability: 0 CustomLinks: – Url: https://www.um.edu.mt/library/oar/handle/123456789/86109# Name: EDS - BASE (ns324271) Category: fullText Text: View record from BASE |
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| Items | – Name: Title Label: Title Group: Ti Data: Design seismic response evaluation for 2d frames and 3d wall systems with flexible foundation using capacity spectrum method – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Apostolska%2C+Roberta%22">Apostolska, Roberta</searchLink><br /><searchLink fieldCode="AR" term="%22Bonev%2C+Zdravko+Petkov%22">Bonev, Zdravko Petkov</searchLink><br /><searchLink fieldCode="AR" term="%22Blagoev%2C+D%2E%22">Blagoev, D.</searchLink><br /><searchLink fieldCode="AR" term="%22Vasseva%2C+E%2E%22">Vasseva, E.</searchLink><br /><searchLink fieldCode="AR" term="%22Necevska-Cvetanovska%2C+G%2E%22">Necevska-Cvetanovska, G.</searchLink> – Name: Publisher Label: Publisher Information Group: PubInfo Data: University of Malta. Department of Building & Civil Engineering – Name: DatePubCY Label: Publication Year Group: Date Data: 2008 – Name: Subset Label: Collection Group: HoldingsInfo Data: University of Malta: OAR@UM / L-Università ta' Malta – Name: Subject Label: Subject Terms Group: Su Data: <searchLink fieldCode="DE" term="%22Structural+analysis+%28Engineering%29+--+Mathematical+models%22">Structural analysis (Engineering) -- Mathematical models</searchLink><br /><searchLink fieldCode="DE" term="%22Earthquake+engineering+--+Mathematical+models%22">Earthquake engineering -- Mathematical models</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+analysis+%28Engineering%29+--+Computer+programs%22">Structural analysis (Engineering) -- Computer programs</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+frames+--+Models%22">Structural frames -- Models</searchLink><br /><searchLink fieldCode="DE" term="%22Concrete+walls+--+Design+and+construction%22">Concrete walls -- Design and construction</searchLink> – Name: Abstract Label: Description Group: Ab Data: ▪ The recent advent of performance based design has brought the nonlinear static pushover analysis to the forefront as one of the most simplified procedure for evaluation of structural capacity. The capacity of the structure is represent through shear base force-top displacement curve. Capacity Spectrum Method (Freeman 1998) is a reliable tool for determination of target displacements. This procedure is incorporate in the Eurocode 8 and enables calculation of behaviour factor and peak seismic response of the structure. ; ▪ During the passed couple of years the method is under active development. The main goal is to extend the method with inclusion a variety of relevant factors that may influence the structural behavior. [excerpt from Description] ; peer-reviewed – Name: TypeDocument Label: Document Type Group: TypDoc Data: book part – Name: Language Label: Language Group: Lang Data: English – Name: ISBN Label: ISBN Group: ISBN Data: 978-99909-44-40-2<br />99909-44-40-7 – Name: NoteTitleSource Label: Relation Group: SrcInfo Data: https://www.um.edu.mt/library/oar/handle/123456789/86109 – Name: URL Label: Availability Group: URL Data: https://www.um.edu.mt/library/oar/handle/123456789/86109 – Name: Copyright Label: Rights Group: Cpyrght Data: info:eu-repo/semantics/restrictedAccess ; The copyright of this work belongs to the author(s)/publisher. The rights of this work are as defined by the appropriate Copyright Legislation or as modified by any successive legislation. Users may access this work and can make use of the information contained in accordance with the Copyright Legislation provided that the author must be properly acknowledged. Further distribution or reproduction in any format is prohibited without the prior permission of the copyright holder. – Name: AN Label: Accession Number Group: ID Data: edsbas.FFF60DCB |
| PLink | https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=edsbas&AN=edsbas.FFF60DCB |
| RecordInfo | BibRecord: BibEntity: Languages: – Text: English Subjects: – SubjectFull: Structural analysis (Engineering) -- Mathematical models Type: general – SubjectFull: Earthquake engineering -- Mathematical models Type: general – SubjectFull: Structural analysis (Engineering) -- Computer programs Type: general – SubjectFull: Structural frames -- Models Type: general – SubjectFull: Concrete walls -- Design and construction Type: general Titles: – TitleFull: Design seismic response evaluation for 2d frames and 3d wall systems with flexible foundation using capacity spectrum method Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Apostolska, Roberta – PersonEntity: Name: NameFull: Bonev, Zdravko Petkov – PersonEntity: Name: NameFull: Blagoev, D. – PersonEntity: Name: NameFull: Vasseva, E. – PersonEntity: Name: NameFull: Necevska-Cvetanovska, G. IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 01 Type: published Y: 2008 Identifiers: – Type: isbn-print Value: 9789990944402 – Type: isbn-print Value: 9990944407 – Type: issn-locals Value: edsbas |
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