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After a brief discussion of issues encountered with nonlinear spring element connection modeling schemes, an equivalent parameterized beam connection model is proposed to characterize softening-type connection behavior.
A simplified connection model was first developed using simple mechanics.
The connection model has been analysed through the elastic and plastic ranges up to failure.
The connection model is added in the web direct-access model.
Finally, Experimental comparisons are made with the numerical procedures for typical connection model.
A new connection model is proposed to simulate the behavior of the gusset plate.
This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments.
In this paper, the main approaches used for developing a component-based connection model are presented and discussed.
Finally, the influence of the selected connection model and the response modification factor on the obtained results is investigated.
The moral justification for and scope of this new responsibility are based on political philosopher Iris Marion Young's concept of a social connection model of responsibility.
This connection model can perform automatic measurements and allow combined manipulation between the rotation system and the echo measurement per degree via a web browser.
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