Comportamiento sísmico de edificaciones con sótanos en la selva peruana, región Loreto
DOI:
https://doi.org/10.24039/rcvp2022121641Keywords:
Estructura de sótanos, edificio aporticado, fuerza sísmica, periodos de vibraciónAbstract
The aim of this investigation was to determine if the buildings with basements, affect the seismic behavior, in buildings located in the Peruvian jungle of the Loreto Region, with emphasis on the variation of efforts in the main frames, and the seismic response. buildings were analyzed five (5) stories high with no basements, and with three different levels of basements, 1, 2 and 3, located in the Loreto Region, and its Provinces. according to their seismic and geotechnical conditions of its territorial area. The buildings were modeled in the ETABS V2016 computer program. The results referred to the seismic response showed that the floor shear distribution in buildings with basements were lower on average 32.94% than the buildings that did not present basements, the moments of floor turning in buildings with basements they were lower on average of 23.77% that the buildings that presented basements and mezzanine drifts in buildings with basements were lower on average by 6.85% than those buildings that presented basements. Regarding the main efforts, the basements decreased the efforts in the buildings, in 43.97% and 43.66% in the shear stresses and bending moments respectively. The strengths in the structural elements, the incorporation of basement structures decreases forces. In buildings with five floors and three levels of basements, seismic force increases.
Downloads
References
Aguilar, R. (2008). Análisis sísmico de edificios. Centro de Investigaciones Científicas. https://www.udocz.com/apuntes/17049/an-lisis-s-smico-de-edificios---dr--roberto-aguilar-falcon--pdf
Banco Interamericano de Desarrollo [BID]. (2013). Comunicado de Prensa: El Perú refuerza su capacidad de respuesta ante los desastres naturales con apoyo del BID. https://www.iadb.org/es/noticias/comunicados-de-prensa/2013-12-19/capacidad-de-respuesta-desastres-naturales-en-peru%2C10709.html
Bazán, E., & Meli. R. (2005). Diseño sísmico de edificios. Limusa Noriega. https://www.academia.edu/36401028/Diseno_Sismico_de_Edificios_Bazan_y_Meli
Becerra, J. (2014). La epistemología en la ingeniería civil. Scribd. https://es.scribd.com/document/276698215/epistemologia-en-ingenieria-civil
Chaitanya, P., & Noopur, S. (2016). Building with Underground Storey with Variations in Soil Subgrade Modulus. IJEDR, 4(2), 1-3. https://www.ijedr.org/papers/IJEDR1602136.pdf
Katarmal, N., & Shah, H. (2016). Seismic Response of RC Irregular Frame with Soil-Structure Interaction. IJSDR, 1(4), 1-5. https://www.jetir.org/papers/JETIR2003024.pdf
Méndez, N. (2021). Ejercicio de simulación de desastres en la junta interamericana de defensa, el secretario general adjunto de la OEA. Organización de los Estados Americanos. https://www.oas.org/es/acerca/discurso_secretario_general_adjunto.asp?sCodigo=21-0038
Organización Mundial de la Salud [OMS]. (2021). Documentos Estratégicos de la OPS/OMS.
https://www.paho.org/es/emergencias-salud/terremotos
Parekh, A., Chandiwala, A., & Bhagat, U. (2016). Seismic analysis of RC building having underground stories with vertical Irregularities. IJAERD, 3(12), 1 – 5. https://www.academia.edu/43486451/Seismic_analysis_of_RC_building_having_underground_stories_with_vertical_Irregularities
Navya, N., & Karuna, S. (2016). Seismic Analysis of RC Building with Underground Stories Considering Soil Structure Interaction. IJESC, 6(6), 1 – 6. https://issuu.com/editorijaerd/docs/seismic_analysis_of_rc_building_hav
Resolución Ministerial N° 043-2019-VIVIENDA. Norma Técnica E.O3O Diseño Sismorresistente (11 de febrero del 2019). https://cdn.www.gob.pe/uploads/document/file/299950/d289856_opt.pdf?v=1553120958
Rojas, O., Mavila, D., & Cortez, A. (2013). Teoría de Popper y los riesgos en la ingeniería. UNMSM, 16(1), 58-69. https://www.redalyc.org/pdf/816/81629469007.pdf
Saad, G., Saddik, F., & Najjar, S. (2012). Impact of Soil Structure Interaction on the Seismic Design of Reinforced Concrete Buildings with Underground Stories. WCEE, 1 – 8. https://www.researchgate.net/publication/304367386_Effect_on_Seis-mic_Response_of_Building_with_Underground_Storey_Considering_Soil_Structure_Interaction
Singh, V., & Mala, K. (2016). Effect on Seis-mic Response of Building with Underground Storey Considering Soil Structure Interaction. IJERT, 5(6), 1 – 5. https://www.researchgate.net/publication/304367386_Effect_on_Seis-mic_Response_of_Building_with_Underground_Storey_Considering_Soil_Structure_Interaction
Published
How to Cite
Issue
Section
License
Copyright (c) 2022 Amador Pinedo García, Duber Enrique Soto Vasquez
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
Usted es libre de:
- Compartir: copiar y redistribuir el material en cualquier medio o formato.
- Adaptar: remezclar, transformar y desarrollar el material.
- El licenciante no puede revocar estas libertades siempre y cuando usted cumpla con los términos de la licencia.
Bajo los siguientes términos:
- Atribución: Debe otorgar el crédito correspondiente , proporcionar un enlace a la licencia e indicar si se realizaron cambios. Puede hacerlo de cualquier manera razonable, pero no de forma que sugiera que el licenciante lo respalda a usted o su uso.
- No comercial: No está permitido utilizar este material con fines comerciales.
- Compartir Igual: si remezcla, transforma o crea obras derivadas del material, debe distribuir sus contribuciones bajo la misma licencia que el original.
- Sin restricciones adicionales: no podrá aplicar términos legales ni medidas tecnológicas que restrinjan legalmente a otros para que no hagan nada de lo que permite la licencia.
