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contributor authorJianwen Liang
contributor authorShaoping Sun
date accessioned2017-05-09T00:03:10Z
date available2017-05-09T00:03:10Z
date copyrightNovember, 2000
date issued2000
identifier issn0094-9930
identifier otherJPVTAS-28404#469_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/124183
description abstractPost-earthquake investigations showed that local site condition had significant effect on seismic behavior of pipelines: almost all seismic damages to buried pipelines were either due to permanent ground deformation such as fault movement, landslide and lateral spread, or found in nonuniform ground, and there were few cases that pipelines were damaged only by wave propagation. Earthquake field observations did clearly indicate that relatively high strain occurred in pipelines laid through nonuniform ground. In this paper, an updated and detailed review of site effects on seismic behavior of pipelines is presented. For the purpose, quantitative analysis of damage, earthquake field observation, theoretical and experimental study, and related seismic design are discussed, and research needs are pointed out. [S0094-9930(00)01702-9]
publisherThe American Society of Mechanical Engineers (ASME)
titleSite Effects on Seismic Behavior of Pipelines: A Review
typeJournal Paper
journal volume122
journal issue4
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.1285974
journal fristpage469
journal lastpage475
identifier eissn1528-8978
keywordsPipelines AND Earthquakes
treeJournal of Pressure Vessel Technology:;2000:;volume( 122 ):;issue: 004
contenttypeFulltext


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