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dc.contributor.author Guillier, Bertrand
dc.contributor.author Chatelain, Jean-Luc
dc.contributor.author Tavera, Hernando
dc.contributor.author Perfettini, Hugo
dc.contributor.author Ochoa Zamalloa, Angel Jair
dc.contributor.author Herrera Puma, Dina Bilha
dc.coverage.spatial Lima
dc.coverage.spatial Perú
dc.date.accessioned 2018-09-12T12:11:54Z
dc.date.available 2018-09-12T12:11:54Z
dc.date.issued 2014-12
dc.identifier.citation Guillier, 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/10.1785/0220140078 es_ES
dc.identifier.govdoc index-oti2018
dc.identifier.uri http://hdl.handle.net/20.500.12816/2930
dc.description.abstract The 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.format application/pdf es_ES
dc.language.iso eng es_ES
dc.publisher Seismological Society of America es_ES
dc.relation.ispartof urn:issn:0895-0695
dc.rights info:eu-repo/semantics/closedAccess es_ES
dc.subject Building codes es_ES
dc.subject Buildings es_ES
dc.subject Concrete es_ES
dc.subject Construction es_ES
dc.subject Construction materials es_ES
dc.subject Earthquakes es_ES
dc.subject Elastic properties es_ES
dc.title 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 es_ES
dc.type info:eu-repo/semantics/article es_ES
dc.subject.ocde http://purl.org/pe-repo/ocde/ford#1.05.00 es_ES
dc.subject.ocde http://purl.org/pe-repo/ocde/ford#1.05.04 es_ES
dc.subject.ocde http://purl.org/pe-repo/ocde/ford#2.01.03 es_ES
dc.subject.ocde http://purl.org/pe-repo/ocde/ford#2.07.01 es_ES
dc.subject.ocde http://purl.org/pe-repo/ocde/ford#2.07.02 es_ES
dc.identifier.journal Seismological Research Letters es_ES
dc.description.peer-review Por pares es_ES
dc.identifier.doi https://doi.org/10.1785/0220140078 es_ES

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