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contributor authorG. R. Reddy
contributor authorK. Suzuki
contributor authorS. C. Mahajan
contributor authorT. Watanabe
date accessioned2017-05-09T00:00:45Z
date available2017-05-09T00:00:45Z
date copyrightFebruary, 1999
date issued1999
identifier issn0094-9930
identifier otherJPVTAS-28389#103_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/122765
description abstractGenerally, industrial piping systems are supported on hangers, snubbers, friction supports, etc. Friction supports are used for free thermal expansion of the piping systems. They also have the property to absorb energy from earthquake excitation. In this paper, equivalent linearization techniques such as the Caughey method for bilinear system and the energy method are used to calculate equivalent damping of typical industrial piping system on friction support. These methods are compared in terms of the equivalent damping. An iterative response spectrum method is tried for evaluating response of the piping system using equivalent damping obtained by linearization techniques. Maximum response displacement obtained at friction support is compared with the experimental values. At the end it is concluded that the Caughey method and the energy method evaluate similar damping for the piping on friction support and also concluded that the iterative response spectrum method is easy and reasonable for use in design.
publisherThe American Society of Mechanical Engineers (ASME)
titleLinearization Techniques for Seismic Analysis of Piping System on Friction Support
typeJournal Paper
journal volume121
journal issue1
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.2883656
journal fristpage103
journal lastpage108
identifier eissn1528-8978
keywordsFriction
keywordsSeismic analysis
keywordsLinearization techniques
keywordsPiping systems
keywordsDamping
keywordsSpectra (Spectroscopy)
keywordsDesign
keywordsPipes
keywordsDisplacement
keywordsEarthquakes AND Thermal expansion
treeJournal of Pressure Vessel Technology:;1999:;volume( 121 ):;issue: 001
contenttypeFulltext


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