TY - JOUR
T1 - Comparison of the FEMA P-154 Methodology with Seismic Analysis in the “Galería Tradición” of Cercado de Lima
AU - Lenin Bendezú, R.
AU - Morales, Andre
AU - Andrade, Carlos
AU - Serrano, Malena
N1 - Publisher Copyright:
© 2025, Avestia Publishing. All rights reserved.
PY - 2025
Y1 - 2025
N2 - The seismic vulnerability of buildings with considerable age represents a crucial challenge for urban resilience in a historic city like Lima. In this research, a sample of 30 publicly accessible galleries within the Cercado de Lima was evaluated. These structures were built with now-obsolete structural systems and are subject to deteriorated conditions. The FEMA P-154 methodology was applied to conduct rapid visual inspections and to classify the structures according to their level of seismic vulnerability based on the score established by the format. Additionally, a gallery with a critical FEMA score was selected for structural modeling in ETABS using previously scaled historical seismic records, following the guidelines of the E.030 Seismic Design Code. A Schmidt hammer test was also conducted to estimate the concrete strength of the selected building. The results show that more than one-third of the buildings exhibit high vulnerability and that the drifts obtained in the dynamic analysis exceed the limits established by the E.030 code. The FEMA P-154 methodology proved to be an effective tool for prioritizing structural interventions in urban contexts with limited resources.
AB - The seismic vulnerability of buildings with considerable age represents a crucial challenge for urban resilience in a historic city like Lima. In this research, a sample of 30 publicly accessible galleries within the Cercado de Lima was evaluated. These structures were built with now-obsolete structural systems and are subject to deteriorated conditions. The FEMA P-154 methodology was applied to conduct rapid visual inspections and to classify the structures according to their level of seismic vulnerability based on the score established by the format. Additionally, a gallery with a critical FEMA score was selected for structural modeling in ETABS using previously scaled historical seismic records, following the guidelines of the E.030 Seismic Design Code. A Schmidt hammer test was also conducted to estimate the concrete strength of the selected building. The results show that more than one-third of the buildings exhibit high vulnerability and that the drifts obtained in the dynamic analysis exceed the limits established by the E.030 code. The FEMA P-154 methodology proved to be an effective tool for prioritizing structural interventions in urban contexts with limited resources.
KW - ETABS
KW - FEMA P-154
KW - Seismic vulnerability
KW - old galleries
KW - rapid visual inspection
UR - https://www.scopus.com/pages/publications/105014238448
U2 - 10.11159/iccste25.355
DO - 10.11159/iccste25.355
M3 - Artículo de la conferencia
AN - SCOPUS:105014238448
SN - 2369-3002
JO - International Conference on Civil, Structural and Transportation Engineering
JF - International Conference on Civil, Structural and Transportation Engineering
T2 - 10th International Conference on Civil, Structural and Transportation Engineering, ICCSTE 2025
Y2 - 17 July 2025 through 19 July 2025
ER -