Resumen
A 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
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
| Idioma original | Español (Ecuador) |
|---|---|
| Estado | Publicada - 2014 |
| Evento | Forecast Engineering: Global Climate change and the challenge for built environment - Duración: 17 ago. 2014 → 29 ago. 2014 |
Conferencia
| Conferencia | Forecast Engineering: Global Climate change and the challenge for built environment |
|---|---|
| Período | 17/08/14 → 29/08/14 |
ODS de las Naciones Unidas
Este resultado contribuye a los siguientes Objetivos de Desarrollo Sostenible
