Skip to content
RDL
Network
Ecosystem
Switch app
TR
About
FAQ
Sign in
Get started
Seismic control of smart base isolated buildings with new semiactive variable damper — Satish Nagarajaiah (2006) | RDL Network
Back
Cite
Save
Save for later
Share
Home
Publications
Seismic control of smart base isolated buildings with new semiactive variable damper
Shared by
Satish Nagarajaiah
Rice University
Seismic control of smart base isolated buildings with new semiactive variable damper
Article
2006
en
Authors
Satish Nagarajaiah
Rice University
SN
Sriram Narasimhan
Abstract
1 min read
Abstract A new semiactive independently variable damper, SAIVD, is developed and shown to be effective in achieving response reductions in smart base isolated buildings in near fault earthquakes. The semiactive device consists of four linear visco‐elastic elements, commonly known as Kelvin–Voigt elements, arranged in a rhombus configuration. The magnitude of force in the semiactive device can be adjusted smoothly in real‐time by varying the angle of the visco‐elastic elements of the device or the aspect ratio of the rhombus configuration. Such a device is essentially linear, simple to construct, and does not present the difficulties commonly associated with modelling and analysing nonlinear devices (e.g. friction devices). The smooth semiactive force variation eliminates the disadvantages associated with rapid switching devices. Experimental results are presented to verify the proposed analytical model of the device. A H ∞ control algorithm is implemented in order to reduce the response of base isolated buildings with variable damping semiactive control systems in near fault earthquakes. The central idea of the control algorithm is to design a H ∞ controller for the structural system that serves as an aid in the determination of the optimum control force in the semiactive device. The relative performance of the SAIVD device is compared to a variable friction device, recently developed by the authors in a separate study, and several key aspects of performance are discussed regarding the use of the two devices for reducing the responses of smart base isolated buildings in near fault earthquakes. Copyright © 2006 John Wiley & Sons, Ltd.
Discussion
(0)
Sign in
to like and join the discussion.
No comments yet. Be the first to comment.
Related publications
Article
2006
Smart base isolated buildings with variable friction systems:H∞ controller and SAIVF device
Sriram Narasimhan
,
Satish Nagarajaiah
Article
2005
Seismic response control of smart sliding isolated buildings using variable stiffness systems: an experimental and numerical study
Satish Nagarajaiah
,
Sanjay Sahasrabudhe
Article
2005
Experimental Study of Sliding Base-Isolated Buildings with Magnetorheological Dampers in Near-Fault Earthquakes
Sanjay Sahasrabudhe
,
Satish Nagarajaiah
Article
2005
Effectiveness of Variable Stiffness Systems in Base-isolated Bridges Subjected to Near-fault Earthquakes: An Experimental and Analytical Study
Sanjay Sahasrabudhe
,
Satish Nagarajaiah
Article
2011
Direct adaptive neural controller for the active control of earthquake-excited nonlinear base-isolated buildings
Suresh Sundaram
,
Sriram Narasimhan
,
Satish Nagarajaiah
Discussion(0)
No comments yet. Be the first to comment.