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The aim is to determine the behaviour of the connection under the three load cases.
The behaviour of the connection up to collapse has been studied.
The behaviour of the connection is evaluated by cyclic tests and non-linear finite element analysis.
It indicates that the nonlinear behaviour of the connection differs from some assumptions of Kishi Chen's power model.
From the recorded data, the moment rotation behaviour of the connection is plotted for all the specimens.
In addition, a three-dimensional finite element model has been developed to simulate the behaviour of the connection.
Similar(43)
These results are used in a mechanical model that makes it possible to simulate the behaviour of the connections.
But in the past two decades, the incorporation of semi-rigid behaviour into steel connection design has attracted attention since modelling the real behaviour of the connections leads to more reliable designs and economies in construction.
The developed FE models were able to simulate the behaviour of the connections and jointed panels, providing reasonably accurate predictions for the deformations and failure modes experimentally observed.
In this work, the potential increase that might be expected for these two parameters due to the use of ductile connections will be assessed through numerical simulations, taking the non-linear behaviour of the connections into account.
Finite element simulations of the tests are also presented, together with a detailed description of the modelling approaches employed, in order to gain further insight into the behaviour of the connections.
More suggestions(17)
behaviour of the connections
characteristics of the connection
behaviour of the attached
behaviour of the cables
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behaviour of the geometry
behaviour of the user
behaviour of the government
behaviour of the test
behaviour of the model
behaviour of the glioblastoma
behaviour of the neck
behaviour of the recall
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