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contributor authorSolomon C. Yim
contributor authorDongjun Yuk
contributor authorArvid Naess
contributor authorI-Ming Shih
date accessioned2017-05-08T22:41:00Z
date available2017-05-08T22:41:00Z
date copyrightJanuary 2007
date issued2007
identifier other%28asce%290733-9399%282007%29133%3A1%2822%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86322
description abstractA single-degree-of-freedom nonlinear structural system under narrowband random excitation can exhibit very complex global and local response behaviors. In order to develop a stochastic method to analyze the nonlinear responses, the system under deterministic excitation is first modeled and examined in the primary and subharmonic resonance regions. Typical response behaviors including coexistence of attractors and (global) jump phenomena are observed. Governing equations of the probability for the response–amplitude perturbations (a local transition) within an attraction domain and a jump between different attraction domains (a global transition) are derived under the assumption of a stationary Markov condition. The overall response–amplitude probability distribution is obtained by applying the Bayes formula to the two types of response transition probability distributions. In this study, we focus on understanding the physics of the transitions using the proposed probability method.
publisherAmerican Society of Civil Engineers
titleGlobal and Local Nonlinear System Responses under Narrowband Random Excitations. I: Semianalytical Method
typeJournal Paper
journal volume133
journal issue1
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2007)133:1(22)
treeJournal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 001
contenttypeFulltext


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