Home Articles List Article Information
Iranian Journal of Mechanical Engineering Transactions of the ISME
Journal Archive
Volume Volume 19 (2018)
Volume Volume 18 (2017)
Volume Volume 17 (2016)
Volume Volume 16 (2015)
Volume Volume 15 (2014)
Volume Volume 14 (2013)
Volume Volume 13 (2012)
Volume Volume 12 (2011)
Volume Volume 11 (2010)
Volume Volume 10 (2009)
Farshidianfar, A., Soheili, S. (2012). Tuned Mass Dampers for Earthquake Vibrations of High-rise Buildings using Bee Colony Optimization Technique. Iranian Journal of Mechanical Engineering Transactions of the ISME, 13(1), 36-51.
A. Farshidianfar; S. Soheili. "Tuned Mass Dampers for Earthquake Vibrations of High-rise Buildings using Bee Colony Optimization Technique". Iranian Journal of Mechanical Engineering Transactions of the ISME, 13, 1, 2012, 36-51.
Farshidianfar, A., Soheili, S. (2012). 'Tuned Mass Dampers for Earthquake Vibrations of High-rise Buildings using Bee Colony Optimization Technique', Iranian Journal of Mechanical Engineering Transactions of the ISME, 13(1), pp. 36-51.
Farshidianfar, A., Soheili, S. Tuned Mass Dampers for Earthquake Vibrations of High-rise Buildings using Bee Colony Optimization Technique. Iranian Journal of Mechanical Engineering Transactions of the ISME, 2012; 13(1): 36-51.

Tuned Mass Dampers for Earthquake Vibrations of High-rise Buildings using Bee Colony Optimization Technique

Article 3, Volume 13, Issue 1 - Serial Number 18, Winter and Spring 2012, Page 36-51  XML PDF (1.2 MB)
Document Type: Research Paper
Authors
A. Farshidianfar email ; S. Soheili
Mechanical Engineering Department, Ferdowsi University of Mashhad, Mashhad, Iran
Abstract
This paper investigates the application of Artificial Bee Colony (ABC) method for the optimization of Tuned Mass Dampers (TMDs) employed for high-rise structures including Soil Structure Interaction (SSI). The model is a 40-story building, and Newmark method is utilized for the structure response to Bam earthquake data. The objective is to decrease both maximum displacement and acceleration. It is shown that ABC method can be effectively applied to design the optimum TMD for tall buildings. It is also indicated that this model is more accurate than fixed based models. The effects of mass, damping coefficient and spring stiffness are also studied. This study leads the researchers to the better understanding and designing of TMDs for the mitigation of earthquake oscillations.
Keywords
Tuned Mass Damper; Soil-Structure Interaction; Bee Colony Optimization
Main Subjects
Structural dynamics
Statistics
Article View: 289
PDF Download: 689