Self-Built Houses in a Peruvian Andean City: Seismic Vulnerability and Seismic Behavior

Descripción del Articulo

The Mantaro Valley in Peru has experienced a seismic silence lasting 54 years, indicating a significant likelihood of a major seismic event occurring. Moreover, the rapid increase in the problematic practice of self-construction, mainly using clay frame structures with infill masonry walls materials...

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Detalles Bibliográficos
Autores: Romero Huaman, Jordan Peter, Flores Rojas, David Anderson, Nizama Mallqui, Jose Luis, Valenzuela Inga, Albert Jorddy, Benito Zuñiga, Juan Gabriel, Estrada Porras, Franz Emmanuel
Formato: tesis de grado
Fecha de Publicación:2023
Institución:Universidad Continental
Repositorio:CONTINENTAL-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorio.continental.edu.pe:20.500.12394/13787
Enlace del recurso:https://hdl.handle.net/20.500.12394/13787
https://doi.org/10.13189/cea.2023.110619
Nivel de acceso:acceso abierto
Materia:Factores de riesgo
Teoría de las estructuras
Sismos
https://purl.org/pe-repo/ocde/ford#2.01.00
Descripción
Sumario:The Mantaro Valley in Peru has experienced a seismic silence lasting 54 years, indicating a significant likelihood of a major seismic event occurring. Moreover, the rapid increase in the problematic practice of self-construction, mainly using clay frame structures with infill masonry walls materials, has rendered the area highly susceptible to a seismic disaster, raising concerns specifically for the Huancán district. Thus, the main aim of this study was to assess the seismic vulnerability of 30 houses in the Huancán district by employing a questionnaire based on the INDECI methodology. The structural program (ETABS) was employed. Additionally, the seismic behavior of each house was evaluated through analytical analysis using structural calculation software. The findings revealed that 40% of the houses exhibited a very high vulnerability, 50% demonstrated an increased exposure, and 10% displayed a moderate vulnerability. The most influential factors contributing to this vulnerability were irregularities in the floor plan, height, and mass distribution of the houses. Furthermore, it was observed that the homes suffered from inadequate wall density in the X direction, negatively impacting compliance with standards related to wall density, maximum axial stress, crack control, and inter-story drift. Ultimately, the Huancán district exhibits a 90% vulnerability level classified as "high" and "very high", highlighting significant structural deficiencies such as house wall flexibility. It underscores the urgent need for authorities to implement preventive measures, including structural reinforcements and enhanced control in risk management practices.
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