logo

Proposal for numerical modeling of metallic hysteretic dissipators type TADAS, in concrete and steel frame buildings

10.24050/reia.v20i40.1688
Published 2023-12-19
Articles

Abstract

This article proposes a methodology for modeling TADAS (Triangular Added Damping and Stiffness) metallic hysteretic dampers in moment-resisting concrete and steel frame buildings, which have special energy dissipation capacity. For this purpose, SAP 2000 software was used to carry out the modeling and nonlinear static analysis of progressive plastification of buildings. During the research, the fuse-type behavior of the dampers could be identified, which enter the inelastic range before the structural elements of the main seismic resistance system. In addition, it was observed that the inclusion of these devices in moment-resisting frames improved the capacity of the buildings against lateral loads.

Keywords

Categories

Authors

References

Aguiar, R. (2018). Analysis of Used Dissipators in Reinforcement of Hospital Rodríguez Zambrano De Manta. 23, 1–28.

AIS, A. C. de I. S. (2010). NSR10. Reglamento Colombiano De Construcción Sismo Resistente Nsr-10, 590.

American Society of Civil Engineers. (2016). ASCE STANDARD ASCE/SEI 7-16 Minimum Design Loads and Associated Criteria for Buildings and Other Structures. In ANSI/ASCE Standard (Issue 7 98).

Caballero Castro, L. (2022). Evaluación del coeficiente de disipación de energía R, en edificaciones de pórticos en acero, provistos con disipadores histeréticos metálicos triangulares tipo TADAS, localizadas en zona de amenaza sísmica alta (Magister en Ingenieria -Estructuras), Bogotá, Colombia, Universidad Nacional de Colombia. https://repositorio.unal.edu.co/handle/unal/82844

Cano Castaño, H. (2020). Evaluación del coeficiente de disipación de energía R, en edificaciones de concreto reforzado con disipadores histeréticos metálicos triangulares tipo TADAS, ubicados en zona de amenaza sísmica alta (Magister en Ingenieria -Estructuras), Bogotá, Colombia, Universidad Nacional de colombia. https://repositorio.unal.edu.co/handle/unal/78657

Constantinou, M. C.; Soong, T. T.; Dargush, G. F. (1998). Passive Energy Dissipation System for Structural Desing and Retrofit.

Dareini, H. S.; Hashemi, B. H. (2011). Use of dual systems in tadas dampers to improve seismic behavior of buildings in different levels. Procedia Engineering, 14, 2788–2795. https://doi.org/10.1016/j.proeng.2011.07.351

Keh-Chyuan T.; Huan-Wei C.; Ching-Ping H.; Yung-Feng S. (1993). Design of steel triangular plate energy absorbers for seismic-resistant construction. Earthquake Spectra, 9, (3), 505–528. https://doi.org/10.1193/1.1585727

Mahmoudi, M.; Abdi, M. G. (2012). Evaluating response modification factors of TADAS frames. Journal of Constructional Steel Research, 71, 162–170. https://doi.org/10.1016/j.jcsr.2011.10.015

Mohammadi, R. K.; Nasri, A.; Ghaffary, A. (2017). TADAS dampers in very large deformations. International Journal of Steel

Structures, 17(2), 515–524. https://doi.org/10.1007/s13296-017-6011-y

Oviedo A., J. A.; Midorikawa, M.; Asari, T. (2010). Earthquake response of ten-story story-drift-controlled reinforced concrete frames with hysteretic dampers. Engineering Structures, 32(6), 1735–1746. https://doi.org/10.1016/j.engstruct.2010.02.025

Oviedo Amézquita, J.; Duque Uribe, M. (2009). Situación de las técnicas de control de respuesta sísmica en Colombia. Revista EIA, 6(12), 113–124. https://doi.org/10.24050/reia.v6i12.224

Palazzo, G.; Francisco, J.; Crisafulli, F. (2018). Evaluación De La Eficiencia De Disipadores Por Fluencia Usados Para La Rehabilitación De Pórticos. Simposio “El Hormigón Estructural y El Transcurso Del Tiempo”, May 2015.

Peña, C.; Urzúa, C. (2019). Implementación de BRB en edificio industrial mayor. Aplicación en Chile. XII Congreso Chileno de Sismología e Ingeniería Sísmica, April.

Rochel, R. (2012). Análisis y diseño sísmico de edificios.

Saeedi, F.; Shabakhty, N.; Mousavi, S. R. (2016). Seismic assessment of steel frames with triangular-plate added damping and stiffness devices. Journal of Constructional Steel Research, 125, 15–25. https://doi.org/10.1016/j.jcsr.2016.06.011

Soong, T.; Dargush, G. F. (1999). Passive Energy Dissipation Systems in Structural Engineering. In Journal of Engineering Mechanics, 125, (3). https://doi.org/10.1061/(asce)0733-9399(1999)125:3(371)

TahamouliRoudsari, M.; Eslamimanesh, M. B.; Entezari, A. R.; Noori, O.; Torkaman, M. (2018). Experimental Assessment of Retrofitting RC Moment Resisting Frames with ADAS and TADAS Yielding Dampers. Structures, 14, 75–87. https://doi.org/10.1016/j.istruc.2018.02.005

Tena Colunga, A. (2000). Modelado Analítico de Edificios con Disipadores de Energía. Revista de Ingeniería Sísmica, 62(62), 29. https://doi.org/10.18867/ris.62.253

Tena Colunga, A. (2003). Disipación Pasiva de Energía en México : Un Estado del Arte.

Xia chuan. (1992). Influence of Adas Element Parameters On. 118(7), 1903–1918.

Zongjing, L.; Ganping, S. (2020). Test and evaluation of modified TADAS devices with different grades of steel. Earthquake Engineering and Engineering Vibration, 19(2), 451–464. https://doi.org/10.1007/s11803-020-0573-y

Statistics

Abstract
0
PDF accesses
0

Dimensions

PlumX

Downloads

Download data is not yet available.