International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 03 Issue: 04 | Apr-2016 www.irjet.net p-ISSN: 2395-0072 © 2016, IRJET ISO 9001:2008 Certified Journal Page 625 Survey Paper on Study the Performance of High Rise Structure with Dampers at different Location Ankit Jain 1 , R. S. Talikoti 2 1 P.G. Student 2 H.O.D, Civil Engineering Department, Late G. N. Sapkal College of Engineering, Maharashtra, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Now a day damping devices have been developed in order to reduce effectively the seismic response of structures subjected to earthquake forces. The use of the devices in a structure can increase the costs, and then optimization of number and location of dampers is necessary. This thesis describes the results of a study on the seismic behavior of a structure (G+7) with and without damper. Equivalent static and non-linear response spectra analysis will be performed on model. Maximum storey deflection, storey drift, maximum moment in column has to be calculated. A RCC G+7 storey building is to be consider for the analysis. Number of damper to be used will be kept constant, and performance of the structure will be check. Based on result efficient location of damper will be selected. For the analysis etab 2013 software is used. Key Words: Equivalent static, non-linear response spectra analysis, damper, storey deflection, storey drift. 1. INTRODUCTION Seismic isolation of a structure reduces the transfer to the structure of ground motion produced by an earthquake. There is various type of system available to reduces the seismic effect on the structure. The use of such devices in a structure can increase the costs. Then optimization of number and location of dampers is necessary. Seismic isolating system helps in reducing of seismic effect on structure. Several devices have been tested experimentally over the world some of these have been implemented in buildings around the world. high-rise buildings built in seismic areas is a challenge for the designers, since they should reduce the vibrations induced by both strong winds and earthquakes, and the optimal behavior in these two situations is not usually the same in that case dampers is very effective. The damper devices are easy to manufacture and implement in structures. The dampers are economical to manufacture due to the selection of material and its availability. In the unlikely situation of damage to a damper, it can easily be replaced or readjusted. 1.1 SCOPE AND OBJECTIVE The main objective of this dissertation is focused on the behavior of RC frame under Equivalent static and non- linear response spectra analysis of building with and without dampers. Followings are the objectives of the present work:  To perform Equivalent static and non- linear response spectra analysis of building with and without dampers. In E-tab software.  Modeling of Visco-elastic damper in E-tab software.  To study the behavior of building for different location of dampers.  Study of results in terms of displacement, story drift, base reactions and base shear.  To assess how the variation of placement of dampers affect the seismic response of a frame structure. 1.2 REVIEW OF LITERATURE Waseem Khan, Dr.Saleem Akhtar, and Aslam Hussain., 2014[1] has done research work on DzA Non-linear time history analysis of tall structure for seismic load using damperdz. Has describes the results of an extensive study on the seismic behavior of a structure with damper and without damper under different earthquake acceleration frequency like EQ Altadena , EQ Lucerne, EQ Pomona, EQ Smonica and EQ Yormo. The proposed procedure is placed the dampers on the floors of the ninth-floor and five-floor of a ninth story building frame then compare the different performance of structure with damper up to Ninth-floors, damper up to Fifth-floors and without damper of ninth-story building frame using SAP2000 V15. As per IS-1893 2002 non-linear time-history analyses of frame structure indicate that maximum displacement, maximum base shear and maximum acceleration effectively reduce by providing the damper in building frame from base support to fifth- floor and base support to ninth-floor comparison to as usual frame. Mohit Sharma, and Dr. SavitaMaru., 2014(2) Presented paper on DzDynamic analysis of multistoried regular buildingdz. Has mentioned that analysis and design of buildings for static forces is a routine affair these days because of availability of affordable computers and