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contributor authorRobert Z. Shmerling
contributor authorF. Necati Catbas
date accessioned2017-05-08T21:25:52Z
date available2017-05-08T21:25:52Z
date copyrightJuly 2009
date issued2009
identifier other%28asce%291084-0702%282009%2914%3A4%28247%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51193
description abstractAerial guideways are elegant transportation structures that are seen at airports, theme parks, and crowded urban areas. The guideways generally consist of continuous, prestressed concrete beam spans, precast concrete columns, and steel beam-column connections. Although there are guidelines prepared as a supplement to conventional highway and railway bridge design codes, aerial guideways form a different class, relatively less studied compared to common highway bridges. The primary objective of this paper is to present a study to better understand the structural behavior and capacity used in an existing guideway structural system which has been in service for about
publisherAmerican Society of Civil Engineers
titleLoad Rating and Reliability Analysis of an Aerial Guideway Structure for Condition Assessment
typeJournal Paper
journal volume14
journal issue4
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2009)14:4(247)
treeJournal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 004
contenttypeFulltext


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