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contributor authorRichard J. Nielsen
contributor authorAnne S. Kiremidjian
date accessioned2017-05-08T22:21:17Z
date available2017-05-08T22:21:17Z
date copyrightJuly 1988
date issued1988
identifier other%28asce%290733-9399%281988%29114%3A7%281129%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78509
description abstractA nonstationary stochastic model is used to determine the reliability of tall industrial columns. A typical distilling column from an oil refinery is defined for the analysis and a standard set of ground motion parameters is selected. The importance of each of the model parameters is then determined by changing the parameter and repeating the analysis. As a result of these analyses, the duration of ground motions is found to have a significant effect on the reliability of the column. The frequency content of the ground motion becomes important when the fundamental frequency of the ground motion resonates with the natural frequency of the first mode of vibration of the column. The importance of including several modes of vibration in the column response is observed to be small for elastic deformations. Vertical acceleration is found to affect the reliability only slightly. Higher modes and vertical acceleration become more important as the slenderness of the column increases.
publisherAmerican Society of Civil Engineers
titleTall Column Reliability under Nonstationary Loads: Model Application
typeJournal Paper
journal volume114
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1988)114:7(1129)
treeJournal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 007
contenttypeFulltext


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