by Applied Element Method | Jun 15, 2014 | Conferences
Progressive collapse is, according to GSA (2003), a situation where local failure of a primary structural component leads to the collapse of adjoining members which, in turn, leads to additional collapse. Since the experimental studies are costly and difficult to...
by Applied Element Method | Mar 30, 2010 | Conferences
During seismic response, redistribution of load carried by damaged or failed structural members to adjacent members may lead to overstress or exceeding load resistant capacity of the other members resulting in spread or propagation of damage until development of...
by Applied Element Method | Nov 16, 2009 | Journals
In order to analyze collapse behavior of structure containing irregular and large displacement, many numerical analyses have been conducted. In this study, using a new method, Applied Element Method (AEM) for collapse analysis of structures, collapse behavior of model...
by Applied Element Method | May 30, 2009 | Conferences
The research on progressive collapse of structures generally focuses on gravity and blast loadings and the design objective is to increase the redundancy and robustness of structures to prevent progressive collapse. Studies of bridges damaged by earthquake in past...
by Applied Element Method | May 30, 2002 | Other Publications
A. F. Elragi, N. M. Abdel-Rahman and Hatem Tagel-Din: Numerical Models for Upgrade of Reinforced Concrete Beams with Bonded Composite Laminates, 4th International Conference on Civil and Architecture Engineering, Cairo, Egypt, Volume 1, May 2002 Share [symple_box...
