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contributor authorJianping Wu
contributor authorRobert D. Hanson
date accessioned2017-05-08T20:53:22Z
date available2017-05-08T20:53:22Z
date copyrightJune 1989
date issued1989
identifier other%28asce%290733-9445%281989%29115%3A6%281412%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30602
description abstractA statistical study of yield spectra with high damping is presented. A set of 10 earthquake records is used as input ground motions for elastoplastic single degree of freedom systems with damping ratios from 10% to 50%. Ductility ratios considered range from 1 to 6. From the statistics of the response spectra, parameters for constructing design spectra are derived and procedures described. Average effect of increasing damping on spectral response is presented.
publisherAmerican Society of Civil Engineers
titleStudy of Inelastic Spectra with High Damping
typeJournal Paper
journal volume115
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1989)115:6(1412)
treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 006
contenttypeFulltext


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