Show simple item record

contributor authorSun-Kyu Park
contributor authorHyeong-Yeol Kim
contributor authorJung-Hyuk Kim
date accessioned2017-05-08T21:24:54Z
date available2017-05-08T21:24:54Z
date copyrightAugust 2001
date issued2001
identifier other%28asce%291084-0702%282001%296%3A4%28271%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50554
description abstractThis paper deals with the jacking procedure for the replacement of prestressed concrete I-girder bearings, without damaging the superstructure. The finite-element method-based analysis procedure to compute the jacking force and overall jacking sequence for the girders is proposed. The proposed method takes into account the stress concentration at the loaded area on the girder and the behavior of superstructure due to the jacking force. An analytical equation is proposed to compute the allowable jacking force considering the bursting stress induced at the loaded area on the girder. On the other hand, the overall jacking sequence to lift the superstructure for the bearing replacement is determined by considering the response of the superstructure being jacked. This paper also includes an illustrative example of a jacking procedure for a prototype prestressed concrete I-girder bridge.
publisherAmerican Society of Civil Engineers
titleBearing Replacement for Prestressed Concrete I-Girder Bridges
typeJournal Paper
journal volume6
journal issue4
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2001)6:4(271)
treeJournal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record