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contributor authorEleni Pavlou
contributor authorMichael C. Constantinou
date accessioned2017-05-08T20:59:54Z
date available2017-05-08T20:59:54Z
date copyrightJuly 2006
date issued2006
identifier other%28asce%290733-9445%282006%29132%3A7%281108%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34836
description abstractAn analytical study of buildings without and with seismic damping systems was conducted to investigate the dynamic response of secondary systems. The buildings were represented by steel frames designed by the procedures described in the 2000 NEHRP Recommended Provisions. Nonlinear response analyses were performed for the undamped frames and the damped frames equipped with different energy dissipation systems and for far-field, near-field, and soft-soil earthquake histories. The study shows that significant benefits may be provided by viscous damping systems in terms of reduced floor spectral accelerations and floor absolute velocities.
publisherAmerican Society of Civil Engineers
titleResponse of Nonstructural Components in Structures with Damping Systems
typeJournal Paper
journal volume132
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2006)132:7(1108)
treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 007
contenttypeFulltext


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