首页 | 本学科首页   官方微博 | 高级检索  
     检索      


Performance evaluation of a novel rotational damper for structural reinforcement steel frames subjected to lateral excitations
Authors:M Sanati  S E Khadem  S Mirzabagheri  H Sanati  M Y Khosravieh
Institution:1. Faculty of Mechanical Engineering, Tarbiat Modares University, Tehran, 14115-177, Iran
2. Structural Engineering Group, Faculty of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran
3. School of Mechanical Engineering, College of engineering, University of Tehran, Tehran, Iran
Abstract:In this study, a novel rotational damper called a Rotational Friction Viscoelastic Damper (RFVD) is introduced. Some viscoelastic pads are added to the Rotational Friction Damper (RFD) in addition to the friction discs used in this conventional device. Consequently, the amount of energy dissipated by the damper increases in low excitation frequencies. In fact, the input energy to the structure is simultaneously dissipated in the form of friction and heat by frictional discs and viscoelastic pads. In order to compare the performance of this novel damper with the earlier types, a set of experiments were carried out. According to the test results, the RFVD showed a better performance in dissipating input energy to the structure when compared to the RFD. The seismic behavior of steel frames equipped with these dampers was also numerically evaluated based on a nonlinear time history analysis. The numerical results verified the performance of the dampers in increasing the energy dissipation and decreasing the energy input to the structural elements. In order to achieve the maximum dissipated energy, the dampers need to be installed in certain places called critical points in the structure. An appropriate approach is presented to properly find these points. Finally, the performance of the RFVDs installed at these critical points was investigated in comparison to some other configurations and the validity of the suggested method in increasing the energy dissipation was confirmed.
Keywords:seismic excitations  rotational friction-viscoelastic damper  rotational damper  friction pad  viscoelastic material  energy dissipation
本文献已被 CNKI 维普 SpringerLink 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号