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contributor authorA. Naess
date accessioned2017-05-09T00:00:35Z
date available2017-05-09T00:00:35Z
date copyrightNovember, 1999
date issued1999
identifier issn0892-7219
identifier otherJMOEEX-28140#255_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/122662
description abstractThe response of structures with low damping to random loading is generally characterized by significant clumping of the large response peaks. This clumping is known to affect the extreme responses of the structure. In the paper, we shall propose an approximate method to account for this effect on first passage times and extreme values of narrow-band random vibrations, both Gaussian and non-Gaussian. The method is based on the concept of joint crossing rates of a stochastic process. This makes it possible to introduce a correlation structure to the sequence of peak values, allowing the introduction of an approximate estimate of the effect of clumping on large excursions of the underlying narrow-band process. The advantage of the proposed method is that explicit, closed-form expressions for the clumping effect on first passage times and extreme values are obtained. The method is illustrated by application to specific examples.
publisherThe American Society of Mechanical Engineers (ASME)
titleExtreme Response of Nonlinear Structures With Low Damping Subjected to Stochastic Loading
typeJournal Paper
journal volume121
journal issue4
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.2829576
journal fristpage255
journal lastpage260
identifier eissn1528-896X
keywordsDamping
keywordsRandom vibration AND Stochastic processes
treeJournal of Offshore Mechanics and Arctic Engineering:;1999:;volume( 121 ):;issue: 004
contenttypeFulltext


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