Modeling progressive collapse in reinforced concrete buildings using direct element removal / Mohamed Talaat in Earthquake engineering structural dynamics, Vol. 38 N°5 (Avril 2009)  

Modeling progressive collapse in reinforced concrete buildings using direct element removal [texte imprimé] / Mohamed Talaat, Auteur ; Khalid M. Mosalam, Auteur . - pp. 609-634.
Génie Civile
Langues : Anglais (eng)
in Earthquake engineering structural dynamics > Vol. 38 N°5 (Avril 2009) . - pp. 609-634

Mots-clés :	Dynamic analysis  Element removal  Finite element  Progressive collapse  Reinforced concrete frame  Unreinforced masonry infill
Index. décimale :	624.1 Infrastructures.Ouvrages en terre. Fondations. Tunnels
Résumé :	This paper presents a novel analytical formulation of an element removal algorithm based on dynamic equilibrium and the resulting transient change in system kinematics, by applying imposed accelerations instead of external forces at a node where an element was once connected. The algorithm is implemented into an open-source finite element code, numerically tested using a benchmark structural system with simplified element removal criteria, and able to capture the effect of uncertainty in member capacity. Realistic element removal criteria are introduced for mode-dependent gravity load collapse of seismically deficient and retrofitted reinforced concrete (RC) columns and unreinforced masonry (URM) infill walls. Two applications are conducted using structural systems of RC frames with URM infill walls. The first is a probabilistic study of a one-story model subjected to an ensemble of 14 ground motion recordings from similar neighboring sites during an earthquake event. The study produces empirical probability curves for partial and complete collapse conditioned on different hazard levels, and concludes that the intra-event variability is a major source of uncertainty affecting the outcome of progressive collapse simulations. The second application is a deterministic sensitivity study of progressive collapse response in a five-story structural model to uncertainty in live load, stiffness, damping, and seismic hazard level, subjected to one ground motion record. The analysis identifies the time at incipient collapse as an adequate sensitivity measure, and the uncertainty in ground motion intensity as the most important, followed by the stiffness of the URM infill wall.
ISSN :	0098-8847
En ligne :	http://www3.interscience.wiley.com/journal/122198914/abstract