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The main objective is to investigate the influence of the partial interaction and the employment of partially restrained beam-to-column joints on the dissipative capacities of composite frames under strong ground motions.
MCRT also showed partial interaction with NPFF receptors.
Based on linear elastic partial interaction theory, this paper develops a simplified procedure to predict the partial interaction curvature in continuous composite beams.
They completely define an "exact" 1D finite element (FE) for composite beams in partial interaction.
This paper presents a finite element model for the analysis of composite beams with partial interaction.
This paper deals with the buckling behavior of two-layer shear-deformable beams with partial interaction.
A computer simulation is conducted to evaluate the partial interaction and the performance of BSP beams, by indicating the degree of partial interaction in terms of strain and curvature factors.
Partial interaction effects are quantified by using a proposed dimensionless parameter that depends mainly on the connection's stiffness.
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These sandwich-type or partial interaction-type of in-plane shear behaviour between the framing members, needs to be taken into account, especially when the web shear stiffness is very low.
This paper develops a new concept of the partial-interaction focal point and simplifies partial-interaction theory to derive a simple procedure for deriving the partial-interaction flexural stresses from standard and easily obtained full-interaction parameters.
This may only be achieved using partial-interaction theory which truly reflects the behaviour of the structure.
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