A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Modélisation simplifiée 3D du comportement dynamique de structures en béton armé
In the framework of the ECOLEADER program dynamic tests have been performed on the seismic table at the laboratory LNEC in Lisbon. The structure tested is a five floor building composed of two parallel walls linked with a perpendicular one that has openings. The scope of the experimental program is to evaluate the behaviour of this structure under bi-directional loading. Multifiber beams are used for the numerical model of the structure. Constitutive laws are based on plasticity for steel and damage mechanics for concrete. Comparison of the numerical and the experimental results shows the performance of the approach.
Modélisation simplifiée 3D du comportement dynamique de structures en béton armé
In the framework of the ECOLEADER program dynamic tests have been performed on the seismic table at the laboratory LNEC in Lisbon. The structure tested is a five floor building composed of two parallel walls linked with a perpendicular one that has openings. The scope of the experimental program is to evaluate the behaviour of this structure under bi-directional loading. Multifiber beams are used for the numerical model of the structure. Constitutive laws are based on plasticity for steel and damage mechanics for concrete. Comparison of the numerical and the experimental results shows the performance of the approach.
Modélisation simplifiée 3D du comportement dynamique de structures en béton armé
Nguyen, Xuân-Huy (author) / Mazars, Jacky (author) / Kotronis, Panagiotis (author)
Revue Européenne de Génie Civil ; 10 ; 361-373
2006-03-01
13 pages
Article (Journal)
Electronic Resource
Unknown
Modélisation du comportement non linéaire des structures en béton armé
| Taylor & Francis Verlag | 2002
Modélisation simplifiée du comportement à rupture des murs
| Taylor & Francis Verlag | 2001
Modélisation par macroéléments du comportement non linéaire des voiles en béton armé
| Taylor & Francis Verlag | 2009
Modélisation du comportement en flexion statique des sections rectangulaires en béton armé
| Online Contents | 1993
Modélisation du comportement en flexion statique des sections rectangulaires en béton armé
| Springer Verlag | 1993