Modal pushover analysis for seismic vulnerability analysis

dc.creatorGarcia Erazo, Hernan Alfredo
dc.date.accessioned2022-03-22T14:59:06Z
dc.date.accessioned2022-10-20T20:34:52Z
dc.date.available2022-03-22T14:59:06Z
dc.date.available2022-10-20T20:34:52Z
dc.date.created2022-03-22T14:59:06Z
dc.date.issued2014
dc.identifier978-3-95773-206-4
dc.identifier0000-0000
dc.identifierhttp://dspace.ucuenca.edu.ec/handle/123456789/38659
dc.identifierhttps://vdocuments.net/modal-pushover-analysis-for-seismic-vulnerability-pushover-analysis-was-introduced.html
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/4597479
dc.description.abstractA simple introduction of inelastic structural analysis for seismic vulnerability by considering the definition of pushover analysis and using a simple elasto-plastic material model to compare analytical and numerical results. The modal pushover method is explained to approximate the response due to ”El Centro 1940” ground motion for MDOF systems. The properties of Modal Pushover analysis is used to plot capacity curves vs ground motion spectra in order to perform a one limit state fragility curve using the maximum likelihood method. All explanation are done by following a step by step procedure, then it is applied to a benchmark structure, the 9 storey SAC building.
dc.languagees_ES
dc.publisherUniversität für Bodenkultur, Institut für Konstruktiver Ingenieurbau
dc.sourceForecast Engineering: Global Climate Change & Challenges for Built Environment
dc.subjectModal analysis
dc.subjectSeismic vulnerability
dc.subjectPushover
dc.titleModal pushover analysis for seismic vulnerability analysis
dc.typeARTÍCULO DE CONFERENCIA


Este ítem pertenece a la siguiente institución