Establishing empirical period formula for RC buildings in Lima, Peru: evidence for the impact of both the 1974 Lima earthquake and the application of the Peruvian seismic code on high-rise buildings

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dc.contributor.authorGuillier, Bertrand
dc.contributor.authorChatelain, Jean-Luc
dc.contributor.authorTavera, Hernando
dc.contributor.authorPerfettini, Hugo
dc.contributor.authorOchoa Zamalloa, Angel Jair
dc.contributor.authorHerrera Puma, Dina Bilha
dc.coverage.spatialLima
dc.coverage.spatialPerú
dc.date.accessioned2018-09-12T12:11:54Z
dc.date.available2018-09-12T12:11:54Z
dc.date.issued2014-12
dc.description.abstractThe easiest building parameter to determine is the elastic fundamental resonance period, or its inverse, the fundamental frequency, preferentially used in seismological studies. This period/frequency is directly related to the building stiffness and can be linked to external inputs (acceleration, soil response, etc.), internal history (construction material and quality, struc- tural design, seismic history, etc.), and more complicated factors such as soil–structure interaction. This frequency is generally obtained through building modeling for the most recent structures but is much more complicated or even impossible to de- termine for old buildings, the blueprints of which are generally not available.es_ES
dc.description.peer-reviewPor pareses_ES
dc.formatapplication/pdfes_ES
dc.identifier.citationGuillier, B., Chatelain, J. L., Tavera, H., Perfettini, H., Ochoa, A., & Herrera, B. (2014). Establishing empirical period formula for RC buildings in Lima, Peru: evidence for the impact of both the 1974 Lima earthquake and the application of the Peruvian seismic code on high-rise buildings.==$Seismological Research Letters, 85$==(6), 1308-1315. https://doi.org/10.1785/0220140078es_ES
dc.identifier.doihttps://doi.org/10.1785/0220140078es_ES
dc.identifier.govdocindex-oti2018
dc.identifier.journalSeismological Research Letterses_ES
dc.identifier.urihttp://hdl.handle.net/20.500.12816/2930
dc.language.isoenges_ES
dc.publisherSeismological Society of Americaes_ES
dc.relation.ispartofurn:issn:0895-0695
dc.rightsinfo:eu-repo/semantics/closedAccesses_ES
dc.subjectBuilding codeses_ES
dc.subjectBuildingses_ES
dc.subjectConcretees_ES
dc.subjectConstructiones_ES
dc.subjectConstruction materialses_ES
dc.subjectEarthquakeses_ES
dc.subjectElastic propertieses_ES
dc.subject.ocdehttp://purl.org/pe-repo/ocde/ford#1.05.00es_ES
dc.subject.ocdehttp://purl.org/pe-repo/ocde/ford#1.05.04es_ES
dc.subject.ocdehttp://purl.org/pe-repo/ocde/ford#2.01.03es_ES
dc.subject.ocdehttp://purl.org/pe-repo/ocde/ford#2.07.01es_ES
dc.subject.ocdehttp://purl.org/pe-repo/ocde/ford#2.07.02es_ES
dc.titleEstablishing empirical period formula for RC buildings in Lima, Peru: evidence for the impact of both the 1974 Lima earthquake and the application of the Peruvian seismic code on high-rise buildingses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES

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