Show simple item record

contributor authorM. Saiid Saiidi
contributor authorNadim I. Wehbe
contributor authorDavid H. Sanders
contributor authorCory J. Caywood
date accessioned2017-05-08T21:24:53Z
date available2017-05-08T21:24:53Z
date copyrightJune 2001
date issued2001
identifier other%28asce%291084-0702%282001%296%3A3%28189%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50541
description abstractThis paper presents an evaluation of the seismic performance and retrofit of reinforced-concrete bridge columns with structural flares. Experimental and analytical studies were performed on four 40%-scale specimens. Two specimens represented the as-built columns, while the other two were retrofitted with steel jackets for shear capacity enhancement. The results indicate that some of the existing methods for evaluating the shear capacity of columns can be unconservative and could overestimate the shear capacity of the columns included in this study by 60%. It is also shown that by implementing proper detailing, steel jackets can be used to enhance the shear capacity and ductility of flared columns with no appreciable increase in the shear demand.
publisherAmerican Society of Civil Engineers
titleShear Retrofit of Flared RC Bridge Columns Subjected to Earthquakes
typeJournal Paper
journal volume6
journal issue3
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2001)6:3(189)
treeJournal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record