Abstract
This study focuses on frame buildings equipped with hysteretic dampers, and presents an energy-based methodology to estimate the earthquake deformation demand after damper installation. The proposed methodology considers not only structural and dynamic characteristics of the main frame and dampers, but also input ground motion characteristics. For this purpose, five R/C building structures with 2, 4, 6, 8 and 10 stories were designed according to the Colombian seismic code, and further converted into equivalent single-degree-of-freedom (SDOF) system models. Hysteretic dampers with varying mechanical properties were then installed into the SDOF models, and the models were then subjected to a series of 30 input ground motions. The input motions were modified to represent the seismic intensity given in the Colombian code and to grant certain control over the input energy. Furthermore, a discussion over the results of a three-dimension sample R/C frame building is presented. The predicted deformation demand obtained from the proposed methodology was compared with that obtained from the analysis. The methodology was shown to be useful for the preliminary assessment of the earthquake response of frame buildings with dampers.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Oviedo-Amezquita, J.A., Uribe, P.: Seismic response control systems in building structures. Rev. EIA 6, 105–120 (2006)
Oviedo-Amezquita, J.A., Uribe, P.: Metallic hysteretic dampers as a seismic response control technique in Colombian buildings. Rev. EIA 11, 51–63 (2009)
Oviedo-A, J.A., Midorikawa, M., Asari, T.: An equivalent SDOF system model for estimating the response of R/C building structures with proportional hysteretic dampers subjected to ground motions. Earthq. Eng. Struct. Dyn. 40, 571–589 (2011)
Freeman, S.A., Nicoletti, J.P., Tyrell, J.V.: Evaluation of existing buildings for seismic risk—a case study of Puget Sound Naval Shipyard, Bremerton, Washington. In: Proceedings of the 1st U.S National Conference on Earthquake Engineering, Washington, USA (1975)
Applied Technology Council (ATC): The Seismic Evaluation and Retrofit of Concrete Buildings, ATC 40 Report, Redwood City, CA (1996)
Federal Emergency Management Agency (FEMA): NEHRP Guidelines for the Seismic Rehabilitation of Buildings (FEMA 273). FEMA, Washington, DC, USA (1997)
Kuramoto, H., Teshigawara, M., Okuzono, T., Koshika, N., Takayama, M., Hori, T.: Predicting the earthquake response of buildings using equivalent single degree of freedom system. In: Proceedings of the 12th World Conference on Earthquake Engineering, Auckland (2000)
Oviedo-A, J.A., Midorikawa, M., Asari, T.: An equivalent SDOF system model for estimating the earthquake response of R/C buildings with hysteretic dampers. In: Proceedings of the 14th European Conference on Earthquake Engineering, Ohrid, Macedon (2010)
Oviedo, J.A., Londoño, C.C.: Modelo inelástico simplificado para la predicción de la respuesta sísmica de pórticos en concreto con disipadores de energía. In: VI Congreso Nacional de Ingeniería Sísmica, Medellín, Colombia (2013)
Henao, S., Garza, L., Oviedo, J.A.: Demanda de deformación en edificaciones con y sin disipadores de energía. In: VI Congreso Nacional de Ingeniería Sísmica, Medellín, Colombia (2013)
Oviedo, J.A., Buitrago, J.J., Patiño, J.C., Hoyos, D.: Evaluación experimental del desempeño de un disipador de energía por deformación tipo riostra. In: VII Congreso Nacional de Ingeniería Sísmica, Bogotá, Colombia (2015)
Asociación Colombiana de Ingeniería Sísmica (AIS): Reglamento Colombiano de Construcciones Sismo Resistente NSR-10. Bogotá D.C., Colombia (2017)
Gómez, V.: Seismic Deformation Demand in RC Frame Buildings with and without Energy Dampers. Civil Engineering Graduation Report, EIA University, Colombia (2015)
Housner, G.W.: Behavior of structures during earthquakes. J. Eng. Mech. Div. 85(4), 109–129 (1959)
Oviedo-A, J.A., Midorikawa, M., Asari, T.: Earthquake response of ten-story story drift-controlled reinforced concrete frames with hysteretic dampers. Eng. Struct. 32(6), 1735–1746 (2010)
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2021 The Author(s), under exclusive license to Springer Nature Switzerland AG
About this paper
Cite this paper
Oviedo-Amezquita, J.A., Henao-Munoz, S., Bernal-Zuluaga, A.M. (2021). An Energy-Based Prediction of Deformation Demand on Low- to Mid-Rise R/C Buildings with Hysteretic Dampers. In: Benavent-Climent, A., Mollaioli, F. (eds) Energy-Based Seismic Engineering. IWEBSE 2021. Lecture Notes in Civil Engineering, vol 155. Springer, Cham. https://doi.org/10.1007/978-3-030-73932-4_13
Download citation
DOI: https://doi.org/10.1007/978-3-030-73932-4_13
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-73931-7
Online ISBN: 978-3-030-73932-4
eBook Packages: EngineeringEngineering (R0)