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dc.contributor.authorPardalopoulos, S. I.en
dc.contributor.authorPantazopoulou, Stavroula J.en
dc.contributor.authorLekidis, V. A.en
dc.creatorPardalopoulos, S. I.en
dc.creatorPantazopoulou, Stavroula J.en
dc.creatorLekidis, V. A.en
dc.date.accessioned2019-04-18T06:19:42Z
dc.date.available2019-04-18T06:19:42Z
dc.date.issued2018
dc.identifier.urihttp://gnosis.library.ucy.ac.cy/handle/7/45868
dc.description.abstractAfter several years of progress in earthquake design procedures, existing reinforced concrete buildings that fall short of modern standards still represent the vast majority of the built environment. Poorly reinforced concrete structures are a threat to human life – an undeniable fact witnessed time and again during strong earthquakes throughout the world. Structures fail when subjected to deformation demands greater than their deformation capacity, thereby losing their ability to support the overbearing load. Efforts are focused in the development and simplification of direct assessment procedures that may be used to spot the likely collapse candidates from among the large inventory of existing construction. In this paper, simple procedures by which to estimate seismic demands and seismic capacities are used as a basis for the development of an evaluation flow chart that may be used by site engineers as a guide for field assessment. The demand in terms of peak lateral drift and the value of peak ground acceleration that the structure may support with little damage are expressed in closed form using simple geometric and material characteristics of the structure. The same tools may be used to guide the selection of a pertinent retrofit strategy that would eliminate the formation of a collapse mechanism in the structure. Practical application examples of seismic assessment and evaluation conducted on existing reinforced concrete buildings that suffered different levels of damage during past strong earthquakes are included for illustration. © 2017 Elsevier Ltden
dc.language.isoengen
dc.sourceEngineering Structuresen
dc.subjectDamage detectionen
dc.subjectStructural designen
dc.subjectDeformationen
dc.subjectReinforced concreteen
dc.subjectEarthquakesen
dc.subjectConcretesen
dc.subjectDeformation capacityen
dc.subjectConcrete buildingsen
dc.subjectPeak ground accelerationen
dc.subjectGeophysicsen
dc.subjectSeismologyen
dc.subjectSeismic responseen
dc.subjectApplication examplesen
dc.subjectassessment methoden
dc.subjectBrittle behavioren
dc.subjectbrittle deformationen
dc.subjectbuildingen
dc.subjectConcrete constructionen
dc.subjectconstructionen
dc.subjectExisting reinforced concreteen
dc.subjectLightly reinforced concrete constructionen
dc.subjectLightly reinforced concretesen
dc.subjectMaterial characteristicsen
dc.subjectPreliminary assessmenten
dc.subjectReinforced concrete buildingsen
dc.subjectseismic designen
dc.titleSimplified method for rapid seismic assessment of older R.C. buildingsen
dc.typeinfo:eu-repo/semantics/article
dc.identifier.doi10.1016/j.engstruct.2017.10.052
dc.description.volume154
dc.description.startingpage10
dc.description.endingpage22
dc.author.facultyΠολυτεχνική Σχολή / Faculty of Engineering
dc.author.departmentΤμήμα Πολιτικών Μηχανικών και Μηχανικών Περιβάλλοντος / Department of Civil and Environmental Engineering
dc.type.uhtypeArticleen


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