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The fiber element model accounts for the concrete confinement effects provided by the stainless steel tube.
An analytical fiber element model is developed for a typical reinforced concrete building in Turkey.
Nonlinear constitutive models for confined concrete and structural steel are considered in the fiber element analysis.
The fiber element is adopted to establish a finite element model of steel concrete hybrid structures.
The generic fiber element model developed is verified by comparisons of computational results with existing experimental data.
The inelastic behavior of column cross-sections is modeled at the mesoscale level using the accurate fiber element method.
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Analysis improves that fiber element-based nonlinear analysis of the overall structure reveals the macro properties of the structure as well as the force-deformation relationship for the component and stress-strain relationship for the fiber in the micro scope.
After that, these material models are assigned to fiber elements.
A semi-rigid beam-to-column connection is divided into a finite number of fiber elements.
The material is idealized as networks of one-dimensional pin-jointed fiber elements defined by viscoelastic constitutive relations.
To assess the effect of torsion on the nonlinear seismic response of RC cores, a wide-column model (WCM) with fiber elements is used.
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