dc.creatorGuillier, Bertrand
dc.creatorChatelain, Jean-Luc
dc.creatorTavera, Hernando
dc.creatorPerfettini, Hugo
dc.creatorOchoa Zamalloa, Angel Jair
dc.creatorHerrera Puma, Dina Bilha
dc.date.accessioned2018-09-12T12:11:54Z
dc.date.accessioned2023-05-24T14:22:13Z
dc.date.available2018-09-12T12:11:54Z
dc.date.available2023-05-24T14:22:13Z
dc.date.created2018-09-12T12:11:54Z
dc.date.issued2014-12
dc.identifierGuillier, 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
dc.identifierindex-oti2018
dc.identifierhttp://hdl.handle.net/20.500.12816/2930
dc.identifierSeismological Research Letters
dc.identifierhttps://doi.org/10.1785/0220140078
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/6428797
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.
dc.languageeng
dc.publisherSeismological Society of America
dc.relationurn:issn:0895-0695
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectBuilding codes
dc.subjectBuildings
dc.subjectConcrete
dc.subjectConstruction
dc.subjectConstruction materials
dc.subjectEarthquakes
dc.subjectElastic properties
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 buildings
dc.typeinfo:eu-repo/semantics/article


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