Show simple item record

contributor authorT. Chiba
contributor authorR. Koyanagi
date accessioned2017-05-08T23:33:31Z
date available2017-05-08T23:33:31Z
date copyrightFebruary, 1990
date issued1990
identifier issn0094-9930
identifier otherJPVTAS-28317#39_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/107428
description abstractConsidering the effect of the interaction between piping and support systems in the piping design is a more integrated approach to improve the reliability of piping systems. So, it is important to clarify the dynamic characteristics of the piping and the restraint structure during the seismic events. It may be desirable to investigate the effect of the gap on the response and the local stress of the piping systems. The dynamic characteristics of a simplified piping model with gaps was investigated by the tests and the analysis. Three-dimensional piping model test was performed to estimate the effect of the gap on the response of the piping system. It can be found that the local stress and the stiffness of the piping and the restraint structure under the seismic loadings should be considered in the seismic design. The gap size was not so effective on the response of the 3-dimensional piping system in the high-level response.
publisherThe American Society of Mechanical Engineers (ASME)
titleDynamic Response Studies of Piping-Support Systems
typeJournal Paper
journal volume112
journal issue1
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.2928584
journal fristpage39
journal lastpage45
identifier eissn1528-8978
keywordsPipes
keywordsDynamic response
keywordsPiping systems
keywordsStress
keywordsStiffness
keywordsPiping design
keywordsEarthquakes
keywordsEarthquake resistant design AND Reliability
treeJournal of Pressure Vessel Technology:;1990:;volume( 112 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record