The purpose of this study is to develop an analytical model characterized by a beam-column finite element which is able to reproduce the non-linear flexural-shear behavior of RC structures. The paper shows a brief description of the finite element formulation, the theory used for modeling the constitutive relationship and the scheme of the algorithm, transformed in a computer program, which was developed for implementing the theoretical model. It illustrates a comparison with available experimental results for the calibration and validation of the model. Finally the model is applied in order to evaluate the influence of shear on the non-linear response of RC members.
Influence of shear in the non-linear analysis of RC members / P. P. Diotallevi; L. Landi; F. Cardinetti. - STAMPA. - (2008), pp. 912-919. (Intervento presentato al convegno 2008 Seismic Engineering Conference commemorating the 1908 Messina and Reggio Calabria Earthquake (MERCEA'08) tenutosi a Reggio Calabria, Italy nel 8-11 July 2008).
Influence of shear in the non-linear analysis of RC members
DIOTALLEVI, PIER PAOLO;LANDI, LUCA;CARDINETTI, FILIPPO
2008
Abstract
The purpose of this study is to develop an analytical model characterized by a beam-column finite element which is able to reproduce the non-linear flexural-shear behavior of RC structures. The paper shows a brief description of the finite element formulation, the theory used for modeling the constitutive relationship and the scheme of the algorithm, transformed in a computer program, which was developed for implementing the theoretical model. It illustrates a comparison with available experimental results for the calibration and validation of the model. Finally the model is applied in order to evaluate the influence of shear on the non-linear response of RC members.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
