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 | Nov 16, 2013 | Other Publications
Collapse of reinforced concrete structures under earthquakes is the main reason for life loss. Thus, avoiding structural collapse under strong earthquakes is the aim of seismic codes. The aim of the current study is to lead to an improved understanding of the seismic...
by Applied Element Method | Sep 30, 2008 | Journals
The response of Hotel San Diego, a six-story reinforced concrete infilled-frame structure, is evaluated following the simultaneous removal of two adjacent exterior columns. Analytical models of the structure using the Finite Element Method as well as the Applied...
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...
by Applied Element Method | Dec 16, 1999 | Bulletins
Kimiro Meguro and Hatem Tagel-Din: 3-Dimensional Applied Element Simulation of Failure Behavior of Structures, Monthly Journal of Institute of Industrial Science, The University of Tokyo, Vol.51, No. 11, pp. 773-776, 1999 (In Japanese). Share [symple_box...
