Author : Surbhi Ambarkhane 1
Date of Publication :25th January 2018
Abstract: For the seismic design of building structure, the traditional method, i.e., strengthening the stiffness, strength, and ductility of the structure has been in common use for a long time. Therefore, the dimensions of structural members and the consumption of material are expected to be increased, which leads to higher cost of the buildings as well as larger seismic responses due to the larger stiffness of the structures Thus, the efficiency of the traditional method is constrained. To overcome these disadvantages associated with the traditional method, many vibration-control measures, called structural control, have been studied and remarkable advances in this respect have been made over recent years. Structural Control is a diverse field of study. Controlling the response of the structure is one important aim of researcher these days. Dampers are one of the popular vibration control devices of structures, because of their safe, effective and economical design. This paper presents an overview of literature related to the behavior of different dampers in the seismic event. The review includes different types of dampers like the metallic damper, viscous damper visco-elastic damper, and friction damper.
Reference :
-
- W.H. Robinson, A.G. Tucker (1977) “ A Lead Rubber Shear Damper”, Bulletin of the New-Zealand National society for Earthquake Engineering, Vol. 10 3 Sep 1977
- W.J Cousins, T. E. Parritt (1993) “ Improvement to Lead Extrusion Damper Technology” Bulletin of the NewZealand National society for Earthquake Engineering, Vol. 26 ,3 Sep 1993”
- Y.M. Parulekar, G. R. Reddy (2003) “ Lead extrusion damper for reducing seismic response of coolant channel assembly” http://www.elsevier.com
- Mehrtash Motamedi (2004) “Using Accordion Thin-Walled Tube As Hysteretic Metallic Damper ” 13th World Conference on Earthquake Engineering, Canada August 2004
- G.W. Rodger, J. G. Chase (2006) “ High force to volume extrusion dampers and shock absorber for civil infrastructure” ,UC University of Canterbury, New-Zealand. http://library.canterbury.ac.nz/handle/10092/62
- Seyad Masoud Sajjadi (2008) “ Behaviour And Performance Of Structure Equipped with ADAS & TADAS dampers ” 14th World Conference on Earthquake Engineering, Beijing China, October 2008
- F.Nateghi, M Motamedi (2008)”Experimental behaviour of seismic filled accordion metallic damper ” 14th World Conference on Earthquake Engineering, Beijing China, October 2008
- Amedeo Benavent Climent (2011)“An energybased method for seismic retrofit of existing frames using hysteretic dampers” Journal Elsevier Pg no (1385-1396) 14 June 2011 http://www.elsevier.com/locate/soildyn
- N.N. Pujari (2011) “Optimum placement of Xplate dampers for seismic response control of multi-storied building ” Int.journal of earth science & engineering/Vol4/Pg.No.(481-485) 4th oct. 2011
- Yan Weiming, Li Young (2012) “ application of lead extrusion damper for seismic control of viaducts ” Journal of Highway and Transportation research and development, Beijing Vol.6 no.3 pg. No. 78