{"id":877,"date":"2011-11-13T10:37:59","date_gmt":"2011-11-13T10:37:59","guid":{"rendered":"http:\/\/www.iiees.ac.ir\/en\/?p=877"},"modified":"2011-11-13T10:37:59","modified_gmt":"2011-11-13T10:37:59","slug":"using-viscous-dampers-to-control-seismic-torsion-in-asymmetric-buildings","status":"publish","type":"post","link":"http:\/\/old.iiees.ac.ir\/en\/using-viscous-dampers-to-control-seismic-torsion-in-asymmetric-buildings\/","title":{"rendered":"Using Viscous Dampers to Control Seismic Torsion in Asymmetric Buildings"},"content":{"rendered":"
Using Viscous Dampers to Control Seismic Torsion in Asymmetric Buildings<\/strong><\/div>\n

M . Sarvghad Moghadam, H. Naseri<\/p>\n

\u00a0<\/p>\n

Abstract<\/p>\n

Different methods have been suggested in literature for controlling seismic torsion in asymmetric buildings. One of those methods is using various energy dissipating devices. Most of these studies are limited to analytical approaches. This reports deals with experimental studies on a one sixth scale structural model that is controlled by two viscous dampers. The structural model is installed on shaking table and subjected to six earthquake ground motion records. By changing the location of dampers, displacements and accelerations of center of mass and edges of model are studied and effects of distribution and location of dampers on performance improvement are studied.<\/p>\n

\u00a0<\/p>\n

Keywords:<\/p>\n

Viscous damper, Seismic torsion, Experimental study, Torsion control.<\/p>\n

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