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contributor authorO. A. Abu-Yasein
contributor authorJ. Madia
contributor authorS. K. Sinha
contributor authorC. Lay
contributor authorM. A. Pickett
date accessioned2017-05-08T23:54:27Z
date available2017-05-08T23:54:27Z
date copyrightNovember, 1997
date issued1997
identifier issn0094-9930
identifier otherJPVTAS-28380#444_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/119231
description abstractIn this study of flexible piping systems (0.6 to 6.6 Hz), it was shown that the fundamental mode was not always the most significant mode of vibration. This study also concluded that variations in support condition do not significantly influence response in terms of nodal stress, fundamental frequency, and contribution of higher modes. In terms of support stiffness, the ratio of the magnitude of the gap (the total of all the mechanical tolerances and deadbands in the snubber support system) to the magnitude of the support nodal displacement was found to be more important than the actual magnitude of the gap. Additionally, when the magnitude of the nodal displacement exceeded the gap magnitude by a factor of about five or more, support stiffness was found to remain relatively constant.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe Influence of Higher Modes and Support Gaps on the Seismic Response of Piping Systems Containing Snubbers
typeJournal Paper
journal volume119
journal issue4
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.2842328
journal fristpage444
journal lastpage450
identifier eissn1528-8978
keywordsPiping systems
keywordsStiffness
keywordsDisplacement
keywordsStress AND Vibration
treeJournal of Pressure Vessel Technology:;1997:;volume( 119 ):;issue: 004
contenttypeFulltext


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