Skip to Main content Skip to Navigation
Theses

Vulnérabilité des structures en béton armé à voiles porteurs: expérimentation et modélisation

Abstract : This work is done in the framework of the ECOLEADER program - European consortium of laboratories for earthquake and dynamic experimental research - to improve our knowledge on the vulnerability of reinforced concrete structural walls submitted to seismic loadings. A modelling strategy based on Euler - Bernoulli or Timoshenko multifiber beams is presented. Constitutive laws are based on plasticity for steel and damage mechanics for concrete. This simplified model permits to reproduce the global behaviour of reinforced concrete structures under dynamic loading. Critical zones and damage distributions are also correctly predicted. Non linear dynamic calculations are the only ones able to simulate the variation of the axial force and thus they are a necessary tool for the design and conception of new buildings.
Document type :
Theses
Complete list of metadata

Cited literature [32 references]  Display  Hide  Download

https://tel.archives-ouvertes.fr/tel-00087712
Contributor : Xuan Huy Nguyen <>
Submitted on : Wednesday, July 26, 2006 - 2:09:05 PM
Last modification on : Thursday, November 19, 2020 - 3:54:38 PM
Long-term archiving on: : Tuesday, April 6, 2010 - 12:26:02 AM

Identifiers

  • HAL Id : tel-00087712, version 1

Collections

CNRS | 3S-R | UGA

Citation

Xuan Huy Nguyen. Vulnérabilité des structures en béton armé à voiles porteurs: expérimentation et modélisation. Matériaux. Institut National Polytechnique de Grenoble - INPG, 2006. Français. ⟨tel-00087712⟩

Share

Metrics

Record views

1258

Files downloads

16171