In this paper a finite element of beam-column joint is presented, which is intended to be employed in the nonlinear seismic analysis of r.c. frames. This should allow to include in the study of these structure the deformability of joints, which are instead assumed as rigid in the common practice. In this first approach the slippage of reinforcing bars is considered as prevailing on other sources of deformability. Good correlation has been obtained with experimental tests on beam-column joints.

Finite element for R.C. beam-column joints / Monti, Giorgio. - STAMPA. - 2:(1995), pp. 887-890. (Intervento presentato al convegno 10th Conference on Engineering Mechanics tenutosi a Boulder, CO, USA nel May).

Finite element for R.C. beam-column joints

MONTI, Giorgio
1995

Abstract

In this paper a finite element of beam-column joint is presented, which is intended to be employed in the nonlinear seismic analysis of r.c. frames. This should allow to include in the study of these structure the deformability of joints, which are instead assumed as rigid in the common practice. In this first approach the slippage of reinforcing bars is considered as prevailing on other sources of deformability. Good correlation has been obtained with experimental tests on beam-column joints.
1995
10th Conference on Engineering Mechanics
04 Pubblicazione in atti di convegno::04b Atto di convegno in volume
Finite element for R.C. beam-column joints / Monti, Giorgio. - STAMPA. - 2:(1995), pp. 887-890. (Intervento presentato al convegno 10th Conference on Engineering Mechanics tenutosi a Boulder, CO, USA nel May).
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11573/466825
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