Performance Assessment of a Special Category Building with Velocity-Dependent Energy Dissipators
DOI:
https://doi.org/10.55204/trc.v5i1.e467Keywords:
Heatsinks, special category building, speed-dependent energy, evaluation, performance evaluationAbstract
Introduction: The safety and functionality of special category buildings are critical to guarantee their operability during and after seismic events. Despite advances in power dissipation technologies such as speed-dependent heatsinks.
Objective: Analyze the performance of a special category structure equipped with linear viscous type velocity-dependent energy dissipators, evaluating its behavior at various seismic actions comparable to the design spectrum
Methods: A quantitative and experimental approach is employed using procedures to evaluate the performance of a special category structure, equipped with linear viscous type velocity-dependent energy dissipators.
Results: The most relevant results were: The evaluated building demonstrates a robust and safe structural performance under seismic conditions and the effectiveness of energy dissipators are a viable and efficient technical solution to increase the resilience of critical structures, minimizing risks to human life and guaranteeing operational continuity.
Conclusions: The analyzed structure demonstrates favorable performance against seismic events thanks to the implementation of linear viscous dissipators, meeting the strong column design criteria and regulatory parameters for essential buildings.
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References
American Institute of Steel Construction (AISC) 360. (2016). Specification for Structural Steel Buildings. ANSI/AISC 360-16 An American National Standard. https://www.aisc.org/globalassets/aisc/publications/standards/a360-16w-rev-june-2019.pdf
Colunga, A., & García, D. (2024). Diseño Sísmico Resiliente de un Edificio Esbelto de Acero Conforme a las Recomendaciones de Aislamiento Sísmico de México. Revista Internacional de Ingeniería de Estructuras, 29(1), 1-36. https://journal.espe.edu.ec/ojs/index.php/riie/article/view/3135
Colegio Federado de Ingenieros y de Arquitectos de Costa Rica. (2011). Código sísmico de Costa Rica 2010(4.ª ed.). Editorial Tecnológica de Costa Rica. https://www.codigosismico.or.cr/descargas/CSCR2010.pdf
Corratgé, Z., Martínez, J., & Cristiá, W. (2022). Influencia de la interacción dinámica suelo-estructura en el mecanismo de colapso y nivel de desempeño de edificaciones de hormigón armado. Hormigón y acero, 73(296), 41-53. https://doi.org/10.33586/hya.2021.3027
Escribá, J. (2024). Estudio, modelización y análisis mediante SAP2000 de la estructura de la Casa del Acantilado de Fran Silvestre (Tesis Doctoral, Universidad Politécnica de Valencia). https://riunet.upv.es/handle/10251/211322
Espinoza, V. (2024). Colapso sísmico basado en energía para edificios aporticados de concreto armado equipados con amortiguadores viscosos, Lima 2024. EVSOS, 3(2), 46-71. https://revistaevsos.com/index.php/evsos/article/view/222
Federal Emergency Management Agency (FEMA). (2000). Prestandard And Commentary For The Seismic Rehabilitation Of Buildings (FEMA 356). Federal Emergency Management AGENCY. https://www.nehrp.gov/pdf/fema356.pdf
Flores, E. (2021). Evaluación del desempeño sismorresistente de una edificación mediante Análisis Estático No lineal Pushover: Estudio de caso. Journal Boliviano de Ciencias, 17(50), 56-90. https://doi.org/10.52428/20758944.v17i50.20
Guzmán, R., & Angulo, M. (2022). Evaluación de la metodología de análisis y diseño para edificios aporticados de hormigón armado con la implementación de disipadores viscosos: Avaliação da metodologia de análise e projeto para edifícios de estrutura de portal de concreto armado com a implementação de dissipadores viscosos. Brazilian Journal of Development, 59457-59477. https://doi.org/10.34117/bjdv8n8-297
Mendoza, A, Moreira, D., & García, L. (2022). Anólisis no lineal por el método Pushover del edificio de docentes nº1 de la Universidad Técnica de Manabí. Dominio de las Ciencias, 8(4), 306-326. https://dominiodelasciencias.com/ojs/index.php/es/article/view/3038
Mora, V., Baque, B., & Moreira, J. (2024). Estudio y recomendaciones del uso de acelerogramas para el análisis dinámico. Revista Internacional de Ingeniería de Estructuras, 29(2), 276-319. https://journal.espe.edu.ec/ojs/index.php/riie/article/view/3343
Narváez, M. (2019). Análisis Comparativo Técnico-Económico de una Edificación de 12 Pisos, Empleando Amortiguadores de Fluido Viscoso y Disipadores Histeréticos (Tesis de Maestría, Pontificia Universidad Católica del Perú). https://www.proquest.com/openview/32d381bc3e21bae5b8cccf80d23f231d/1?pq-origsite=gscholar&cbl=18750&diss=y
Núñez, F., Ruiz, D., & Cortés, J. (2021). Análisis dinámico no lineal de edificios de acero sometidos a sismos. Revista ingeniería de construcción, 36(2), 173-196. http://dx.doi.org/10.4067/S0718-50732021000200173
Pino, J. (2022). Evaluación de las prestaciones de un edificio de categoría especial con disipadores de energía dependientes de la velocidad (Tesis Doctoral, Universidad Técnica de Madrid). https://oa.upm.es/70674/
Ponce H. (2023). Desarrollo y aplicación de los métodos basados en el balance energético a estructuras con disipadores dependientes de la velocidad (Tesis Doctoral, Universidad Politécnica De Madrid). https://n9.cl/86vx7
Rodríguez-Castellanos, A., Niño-Lázaro, M., Ruiz-Gómez, S., & Santos-Santiago, M. (2024). Diseño sísmico sustentable de estructuras equipadas con disipadores viscosos. Ingeniería sísmica, (112), 72-100. https://doi.org/10.18867/ris.112.638
Seismic Evaluation and Retrofit of Existing Buildings (ASCE). (2021). Seismic Evaluation and Retrofit of Existing Buildings. (ASCE 41-17) amiralikhalvati. https://sp360.asce.org/personifyebusiness/Merchandise/Product-Details/productId/233163464
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