Análisis no Lineal de Estructuras Regulares de Hormigón Armado ante Eventos Tsunamigénicos en Tonsupa-esmeraldas

For the study of the effects of a tsunamigenic event on buildings, a structural model analysis was performed in a software structural model analysis was carried out in a software, structural performance of the sequential action of the earthquake and tsunami was evaluated the sequential action of the earthquake and tsunami, considering the degradation of the stiffness caused by the the degraded structural capacity is sufficient for the effects of the tsunami. for the effects of the tsunami. For this purpose, a linear and nonlinear static analysis was carried out, taking into consideration for the static analysis was performed, taking into consideration for the first case the provisions of the NEC-SE-DS-2015 standard for earthquake effects, as well as FEMA P646 and ASCE 7-16 for tsunami effects. ASCE 7-16 for tsunami effects; for the second case, ASCE 41-17 was taken into account. ASCE 41-17 was taken into account for the second case. It could be observed that the structures with a lower number of floors can continue to operate since they The second case took into account ASCE 41-17 for the second case. while those with a higher number of floors would suffer severe damage to structural elements. structural elements.