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contributor authorNicos Makris
date accessioned2017-05-08T22:38:11Z
date available2017-05-08T22:38:11Z
date copyrightNovember 1997
date issued1997
identifier other%28asce%290733-9399%281997%29123%3A11%281209%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84529
description abstractIn this paper the “causal hysteretic element” is constructed and analyzed. The dynamic stiffness of the proposed hysteretic model has the same imaginary part as the “ideal” hysteretic damper, but has the appropriate real part that makes the model causal. The proposed model is constructed by requiring that the real and imaginary parts of its transfer functions satisfy the Kramers-Kroning relations. This condition ensures that the corresponding time-response functions of the proposed model are zero at negative times. The causal hysteretic element is physically realizable at finite frequencies, but is not definable at ω= 0. The behavior of the proposed model is analyzed both in frequency and time domain. It is shown that the causal hysteretic element is the limiting case of a linear viscoelastic model with nearly frequency-independent dissipation. Finally, the response of a mass supported by the causal hysteretic element is discussed.
publisherAmerican Society of Civil Engineers
titleCausal Hysteretic Element
typeJournal Paper
journal volume123
journal issue11
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1997)123:11(1209)
treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 011
contenttypeFulltext


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