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contributor authorM. Latour
contributor authorG. Rizzano
date accessioned2017-05-08T21:59:32Z
date available2017-05-08T21:59:32Z
date copyrightFebruary 2012
date issued2012
identifier other%28asce%29st%2E1943-541x%2E0000477.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68344
description abstractThis work aims to enhance the energy-dissipation capacity of classical rectangular T-stubs by proposing an hourglass shape for the T-stub flange according to the approach usually adopted for added damping and stiffness (ADAS) devices. A new type of axial damper is developed. First, a mechanical model of the device is set up and a finite-element model is carried out in ABAQUS code. The accuracy of both models is verified through comparison with experimental results. Next, on the basis of cyclic tests, the improvement of the energy-dissipation capacity of classical T-stubs provided by the proposed approach is quantified, and the low-cycle fatigue curves are determined with reference to the case of both T-stubs on rigid support and of coupled T-stubs. The results of the work also represent a useful tool for designing a dissipative double split tee connection.
publisherAmerican Society of Civil Engineers
titleExperimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections
typeJournal Paper
journal volume138
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000435
treeJournal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 002
contenttypeFulltext


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