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contributor authorEugenio Gutiérrez
contributor authorCarlo Paulotto
date accessioned2017-05-08T21:58:56Z
date available2017-05-08T21:58:56Z
date copyrightJanuary 2010
date issued2010
identifier other%28asce%29st%2E1943-541x%2E0000139.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67984
description abstractThis paper presents a procedure for calculating the effective equivalent structural properties (stiffness and damping) of hysteretic systems from the time histories of their dynamic response. The method is based on the finding that the effective dynamic damping is proportional to the product of the structural natural frequency and the delay between the overall restoring force and the structural displacement. The delay is calculated from the time-shifted cross correlation between the structural force and displacement; and the same procedure also allows us to compute the instantaneous period of the response. It is then shown how, by computing the standard deviations of the force and displacement signals, it is possible to compute both the equivalent damping and the linearized stiffness. By implementing this procedure sequentially through moving windows, it is possible to monitor the nonlinear evolution in time. Some proofs are given for some easily tractable mathematical cases such as for linear simple harmonic and seismic responses, conjecturing that the method can be equally applied for transient forcing functions of nonlinear systems.
publisherAmerican Society of Civil Engineers
titleDelay Correlation of Mechanical Hysteresis and Damping
typeJournal Paper
journal volume136
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000094
treeJournal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 001
contenttypeFulltext


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