Influence of shear in the non-linear analysis of RC members

Journal Article · Tue Jul 08 00:00:00 EDT 2008 · AIP Conference Proceedings

DOI:https://doi.org/10.1063/1.2963931· OSTI ID:21149071

Diotallevi, Pier Paolo; Landi, Luca; Cardinetti, Filippo ^[1]

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1. DISTART, Department of Civil Engineering, University of Bologna (Italy)

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. Finally it illustrates a comparison with available experimental results for the calibration and validation of the model and a study on the influence of the non-linear shear response.

• OSTI ID: 21149071
• Journal Information: AIP Conference Proceedings, Vol. 1020, Issue 1; Conference: 2008 seismic engineering conference: Commemorating the 1908 Messina and Reggio Calabria earthquake, Reggio Calabria (Italy), 8-11 Jul 2008; Other Information: DOI: 10.1063/1.2963931; (c) 2008 American Institute of Physics; Country of input: International Atomic Energy Agency (IAEA); ISSN 0094-243X
• Country of Publication: United States
• Language: English

Related Subjects

58 GEOSCIENCES
ALGORITHMS
BEAMS
CALIBRATION
COMPUTER CODES
DEFORMATION
FINITE ELEMENT METHOD
SEISMOLOGY
SHEAR
SIMULATION
VALIDATION