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Moment-rotation behavior of this connection was investigated in a series of quasi-static cyclic tests.
Bolted flange joints are widely used in engineering structures; however, the dynamic behavior of this connection is complex in nature.
Within this framework, in this paper, in order to improve the hysteretic behavior of this connection typology, a new type of dissipative DST joint is presented.
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The behavior of these connection models is investigated under cyclic loading by using finite element method.
This paper presents finite element models which can be used to reliably assess the design and behavior of the connection.
It is analyzed by plotting the entire load versus elongation path, so that the behavior of the connection is examined.
One spring represents the nonlinear behavior of beam and column and the other contains the nonlinear behavior of the connection.
Therefore, the slab effects are detrimental to the seismic behavior of the connection and should be considered in the design.
This model was calibrated against experimental results and found capable to trace the nonlinear cyclic behavior of the connection and capture all possible local failure modes.
Further, three dimensional nonlinear finite element analyses were conducted for each test specimen to demonstrate the in-depth behavior of the connection.
However, the structural behavior of the connection between the concrete filled tube column and the flat plate slab has not yet been fully explored.
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CEO of Professional Science Editing for Scientists @ prosciediting.com