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contributor authorEmre Akın
contributor authorSerra Zerrin Korkmaz
contributor authorHasan Hüsnü Korkmaz
contributor authorErsan Diri
date accessioned2017-05-08T22:33:13Z
date available2017-05-08T22:33:13Z
date copyrightAugust 2016
date issued2016
identifier other49393860.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82501
description abstractDifferent rehabilitation methods have been suggested for system improvement of existing deficient reinforced concrete building stock in seismic hazard areas. Although the use of steel plate shear walls for the rehabilitation of steel frames is common, their application to deficient reinforced concrete frames is not as common. In this study, the efficiency of steel plate shear walls on deficient reinforced concrete frames having hollow clay tile infill walls is investigated. Five one-bay, two-story
publisherAmerican Society of Civil Engineers
titleRehabilitation of Infilled Reinforced Concrete Frames with Thin Steel Plate Shear Walls
typeJournal Paper
journal volume30
journal issue4
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000840
treeJournal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 004
contenttypeFulltext


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