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contributor authorReza Akbari
date accessioned2019-03-10T12:22:53Z
date available2019-03-10T12:22:53Z
date issued2019
identifier other%28ASCE%29SC.1943-5576.0000396.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255442
description abstractA comparison is made between the three conventional methods used for accelerated bridge construction (ABC) of railroad bridges in Iran: single-piece deck installation by heavy cranes, multisegment deck installation by cranes, and single-piece deck installation by the so-called roll-in or sliding method. Both the safety of the construction and the serviceability of the railway line during the construction process are the main factors influencing the appropriate alternatives. Four railroad bridge construction case studies are demonstrated and compared here. Based on the individual situations, it is shown that the use of the roll-in method, in comparison with installation by crane, can reduce the installation costs significantly, eliminate the fatigue-prone details of the steel connectors, and eliminate the time for concrete casting in conventional multisegment deck installations.
publisherAmerican Society of Civil Engineers
titleAccelerated Construction of Short Span Railroad Bridges in Iran
typeJournal Paper
journal volume24
journal issue1
journal titlePractice Periodical on Structural Design and Construction
identifier doi10.1061/(ASCE)SC.1943-5576.0000396
page05018004
treePractice Periodical on Structural Design and Construction:;2019:;Volume ( 024 ):;issue: 001
contenttypeFulltext


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