contributor author | Robert Z. Shmerling | |
contributor author | F. Necati Catbas | |
date accessioned | 2017-05-08T21:25:52Z | |
date available | 2017-05-08T21:25:52Z | |
date copyright | July 2009 | |
date issued | 2009 | |
identifier other | %28asce%291084-0702%282009%2914%3A4%28247%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51193 | |
description abstract | Aerial 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 | |
publisher | American Society of Civil Engineers | |
title | Load Rating and Reliability Analysis of an Aerial Guideway Structure for Condition Assessment | |
type | Journal Paper | |
journal volume | 14 | |
journal issue | 4 | |
journal title | Journal of Bridge Engineering | |
identifier doi | 10.1061/(ASCE)1084-0702(2009)14:4(247) | |
tree | Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 004 | |
contenttype | Fulltext | |