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  1. Journal of The Institution of Engineers (India): Series A
  2. Journal of The Institution of Engineers (India): Series A : Volume 97
  3. Journal of The Institution of Engineers (India): Series A : Volume 97, Issue 4, December 2016
  4. Design of Visco-Elastic Dampers for RC Frame for Site-Specific Earthquake
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Journal of The Institution of Engineers (India): Series A : Volume 98
Journal of The Institution of Engineers (India): Series A : Volume 97
Journal of The Institution of Engineers (India): Series A : Volume 97, Issue 4, December 2016
Special Issue: Earthquake Engineering and Structural Dynamics
Design of Visco-Elastic Dampers for RC Frame for Site-Specific Earthquake
Effect of Seismic Zone and Story Height on Response Reduction Factor for SMRF Designed According to IS 1893(Part-1):2002
Evaluation of Sloped Bottom Tuned Liquid Damper for Reduction of Seismic Response of Tall Buildings
Inelastic Seismic Response of Building with Friction Damper
Parameter Identification of Long Stroke and Short Stroke MR Damper for its Use in Semi-Active Vibration Control
Performance of RC Structures Equipped with Steel and Aluminium X-Plate Dampers
Journal of The Institution of Engineers (India): Series A : Volume 97, Issue 3, September 2016
Journal of The Institution of Engineers (India): Series A : Volume 97, Issue 2, June 2016
Journal of The Institution of Engineers (India): Series A : Volume 97, Issue 1, March 2016
Journal of The Institution of Engineers (India): Series A : Volume 96
Journal of The Institution of Engineers (India): Series A : Volume 95
Journal of The Institution of Engineers (India): Series A : Volume 94
Journal of The Institution of Engineers (India): Series A : Volume 93

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Design of Visco-Elastic Dampers for RC Frame for Site-Specific Earthquake

Content Provider Springer Nature Link
Author Rama Raju, K. Kamatchi, P. Ravisankar, K. Iyer, Nagesh R.
Copyright Year 2016
Abstract Number of Reinforced Concrete (RC) framed buildings have got damaged at Ahmedabad city, India located at about 240 km away from epicenter during January 2001, 7.6 moment magnitude (M$_{w}$) Bhuj earthquake. In the present study, two dimensional nonlinear time history dynamic analyses of a typical 13 storey frame assumed to be located at Ahmedabad is carried out with the rock level and surface level site-specific ground motion for scenario earthquake of M$_{w}$ 7.6 from Bhuj. Artificial ground motions are generated using extended finite source stochastic model with seismological parameters reported in literature for 2001 Bhuj earthquake. Surface level ground motions are obtained for a typical soil profile of 100 m depth reported in literature through one dimensional equivalent linear wave propagation analyses. From the analyses, failure of frame is observed for surface level ground motions which indicates that, in addition to the in-adequacy of the cross sections and reinforcement of the RC members of the frame chosen, the rich energy content of the surface level ground motion near the fundamental time period of the frame has also contributed for the failure of frame. As a part of retrofitting measure, five Visco-elastic Dampers (VED) in chevron bracing are added to frame. For the frame considered in the present study, provision of VED is found to be effective to mitigate damage for the soil site considered.
Starting Page 359
Ending Page 366
Page Count 8
File Format PDF
ISSN 22502149
Journal Journal of The Institution of Engineers (India): Series A
Volume Number 97
Issue Number 4
e-ISSN 22502157
Language English
Publisher Springer India
Publisher Date 2016-11-01
Publisher Place New Delhi
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword Visco-elastic dampers Site-specific earthquake Civil Engineering Bhuj earthquake Inelastic damage analysis
Content Type Text
Resource Type Article
Subject Building and Construction Architecture Mechanical Engineering Agricultural and Biological Sciences Civil and Structural Engineering
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