HEAL DSpace

Building design based on energy dissipation: A critical assessment

Αποθετήριο DSpace/Manakin

Εμφάνιση απλής εγγραφής

dc.contributor.author Mitropoulou, CC en
dc.contributor.author Lagaros, ND en
dc.contributor.author Papadrakakis, M en
dc.date.accessioned 2014-03-01T01:32:58Z
dc.date.available 2014-03-01T01:32:58Z
dc.date.issued 2010 en
dc.identifier.issn 1570-761X en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/20256
dc.subject Behaviour factor en
dc.subject Life-cyclecost analysis en
dc.subject Performance-based design en
dc.subject RC buildings en
dc.subject Structural optimization en
dc.subject.classification Engineering, Geological en
dc.subject.classification Geosciences, Multidisciplinary en
dc.subject.other Behaviour factor en
dc.subject.other Building design en
dc.subject.other Construction costs en
dc.subject.other Critical assessment en
dc.subject.other Cross section en
dc.subject.other Design variables en
dc.subject.other Economical design en
dc.subject.other Eurocodes en
dc.subject.other Life-cyclecost analysis en
dc.subject.other Life-times en
dc.subject.other Mathematical formulation en
dc.subject.other Multistorey buildings en
dc.subject.other Objective functions en
dc.subject.other Optimization problems en
dc.subject.other Performance based design en
dc.subject.other RC buildings en
dc.subject.other Seismic design code en
dc.subject.other Steel reinforcements en
dc.subject.other Total life en
dc.subject.other Concrete buildings en
dc.subject.other Cost accounting en
dc.subject.other Costs en
dc.subject.other Design en
dc.subject.other Energy dissipation en
dc.subject.other Functions en
dc.subject.other Life cycle en
dc.subject.other Ocean structures en
dc.subject.other Reinforced concrete en
dc.subject.other Seismic design en
dc.subject.other Shape optimization en
dc.subject.other Structural analysis en
dc.subject.other Structural optimization en
dc.subject.other Cost benefit analysis en
dc.subject.other architectural design en
dc.subject.other assessment method en
dc.subject.other building construction en
dc.subject.other cost-benefit analysis en
dc.subject.other critical analysis en
dc.subject.other energy efficiency en
dc.subject.other hazard management en
dc.subject.other life cycle analysis en
dc.subject.other mathematical analysis en
dc.subject.other optimization en
dc.subject.other reinforced concrete en
dc.subject.other seismic design en
dc.subject.other Europe en
dc.title Building design based on energy dissipation: A critical assessment en
heal.type journalArticle en
heal.identifier.primary 10.1007/s10518-010-9182-x en
heal.identifier.secondary http://dx.doi.org/10.1007/s10518-010-9182-x en
heal.language English en
heal.publicationDate 2010 en
heal.abstract The basic objective of this study is the assessment of the European seismic design codes and in particular of EC2 and EC8 with respect to the recommended behaviour factor q. The assessment is performed on two reinforced concrete multi-storey buildings, having symmetrical and non-symmetrical plan view respectively, which were optimally designed under four different values of the behaviour factor. In the mathematical formulation of the optimization problem the initial construction cost is considered as the objective function to be minimized while the cross sections and steel reinforcement of the beams and the columns constitute the design variables. The provisions of Eurocodes 2 and 8 are imposed as constraints to the optimization problem. Life-cycle cost analysis, in conjunction with structural optimization, is believed to be a reliable procedure for assessing the performance of structures during their life time. The two most important findings that can be deduced are summarized as follows: (1) The proposed Eurocode behaviour factor does not lead to a more economical design with respect to the total life-cycle cost compared to other values of q (q = 1, 2). (2) The differences of the total life-cycle cost values may be substantially greater than those observed for the initial construction cost for four different q (q = 1, 2, 3, 4). © 2010 Springer Science+Business Media B.V. en
heal.publisher SPRINGER en
heal.journalName Bulletin of Earthquake Engineering en
dc.identifier.doi 10.1007/s10518-010-9182-x en
dc.identifier.isi ISI:000284361600007 en
dc.identifier.volume 8 en
dc.identifier.issue 6 en
dc.identifier.spage 1375 en
dc.identifier.epage 1396 en


Αρχεία σε αυτό το τεκμήριο

Αρχεία Μέγεθος Μορφότυπο Προβολή

Δεν υπάρχουν αρχεία που σχετίζονται με αυτό το τεκμήριο.

Αυτό το τεκμήριο εμφανίζεται στην ακόλουθη συλλογή(ές)

Εμφάνιση απλής εγγραφής