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contributor authorMustafa S. Lok
contributor authorAnthony J. Lamanna
date accessioned2017-05-08T21:15:16Z
date available2017-05-08T21:15:16Z
date copyrightAugust 2006
date issued2006
identifier other%28asce%290887-3828%282006%2920%3A3%28274%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44450
description abstractTurkish bridge design standards were studied with a focus on the live load. Turkish design specifications were compared with American design specifications. Turkish bridge design specifications follow American Association of State Highway and Transportation Officials-Standard Specifications for Highway Bridges (AASHTO-SSHB), with the live load in Turkish standards given in tonnes, whereas in AASHTO-SSHB the live load is in tons. Turkish bridges are currently designed to either HS20 or HS30, the latter being 65% heavier than HS20-44. A reinforced concrete open spandrel arch bridge in Birecik, Turkey was analyzed using a service load approach according to AASHTO-SSHB with a heavy equipment transporter (HET), weighing
publisherAmerican Society of Civil Engineers
titleStudy of Turkish Bridge Standards Involving a Reinforced Concrete Arch Bridge
typeJournal Paper
journal volume20
journal issue3
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2006)20:3(274)
treeJournal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 003
contenttypeFulltext


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