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contributor authorHakan Erdogan
contributor authorPedram Zohrevand
contributor authorAmir Mirmiran
date accessioned2017-05-08T21:36:50Z
date available2017-05-08T21:36:50Z
date copyrightDecember 2013
date issued2013
identifier other%28asce%29cc%2E1943-5614%2E0000392.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57533
description abstractThe application of externally bonded carbon fiber-reinforced polymer (CFRP) stirrups is by now proven as an effective technique to strengthen slab-column connections for punching shear. However, there has not been adequate study into its effectiveness for repair and rehabilitation of existing slab-column connections with different levels of prior damage. The punching performance of predamaged slab-column connections rehabilitated with CFRP stirrups was investigated for the first time in this study. Two series of
publisherAmerican Society of Civil Engineers
titleEffectiveness of Externally Applied CFRP Stirrups for Rehabilitation of Slab-Column Connections
typeJournal Paper
journal volume17
journal issue6
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000389
treeJournal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 006
contenttypeFulltext


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