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This oscillation is produced by synchronization of Purkinje cells along the parallel fiber beam.
In this paper, a displacement-based fiber beam element including flexure-shear interaction is developed.
A fiber beam element is made up of a series of sections along the element length, whose number and location depend on the integration scheme.
This paper presents a fiber beam model for the fire response simulation of concrete filled tubular columns of circular section under concentric axial load.
A time-dependent corrosion damage model based on fiber beam elements was herein proposed as a numerical tool conserving both computational efficiency and appropriate accuracy.
Third, numerical simulations based on the fiber beam model were conducted to study the seismic behavior and progressive collapse resistance performance of a six-story RC frame with local kinked rebar in the beams.
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A steel concrete composite fiber beam-column model is developed in this study.
First, the conventional fiber beam-column element is modified to consider the flexural contribution of diagonal bars.
A fiber beam-column element is investigated, which adopts the proposed concrete damage model and the Menegotto Pinto approach for steel rebars.
Boundary elements at the ends of wall piers are simulated by conventional fiber beam-column elements, while the web of the wall pier is modeled by the layered shell element.
The steel concrete composite fiber beam-column model is suitable for global elasto-plastic analysis on composite frames with rigid connections subjected to the combined action of gravity and cyclic lateral loads.
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