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contributor authorLihua Shen
contributor authorMartin Ostoja-Starzewski
contributor authorEmilio Porcu
date accessioned2017-05-08T22:22:55Z
date available2017-05-08T22:22:55Z
date copyrightJuly 2015
date issued2015
identifier other43792585.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79144
description abstractResponses of elastic rods and shear beams with random field properties and also possibly under random field forcing are studied for random fields with linear, Matérn, Cauchy, and Dagum covariances. The latter two allow decoupling of the fractal dimension and Hurst effect. The authors find second order characteristics of the beam displacement under clamped–free boundary conditions. Overall, for a given variance, the variance of the output is strongest for linear, then Matérn, then Cauchy, and, finally, Dagum forcing. This is interesting and counterituitive because the Dagum and Cauchy models grasp the fractal characteristics and, additionally, the Hurst effect. In a number of (simpler) cases the results may be obtained in explicit analytical forms, but as Cauchy and Dagum models are introduced, one has to resort to numerics.
publisherAmerican Society of Civil Engineers
titleElastic Rods and Shear Beams with Random Field Properties under Random Field Loads: Fractal and Hurst Effects
typeJournal Paper
journal volume141
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000906
treeJournal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 007
contenttypeFulltext


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