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Seismic damage evaluation of an RC dissipative wall

Autor
Baetu, S.; Ciongradi, I.; Barbat, A. H.
Tipus d'activitat
Article en revista
Revista
BULETINUL INSTITUTULUI POLITEHNIC DIN IASI - AUTOMATIC CONTROL and COMPUTER SCIENCE Section
Data de publicació
2013-04
Volum
LIX (LXIII)
Número
2
Pàgina inicial
79
Pàgina final
96
Repositori
http://hdl.handle.net/2117/21163 Obrir en finestra nova
URL
http://www.bipcons.ce.tuiasi.ro/Content/ArticleInformation.php?ArticleID=362 Obrir en finestra nova
Resum
An economic design of buildings based on performance criteria takes into account the dissipation of the seismic energy accumulated in the structure. In a tall structural wall, plastic hinges appear only at the base of the wall and the rest of the wall, which has not ductility resources, remains undamaged. A solution to increase the seismic performance of a reinforced concrete structural wall is to create a slit zone with short connections. Yielding of this shear connections increases the energy ...
Citació
Baetu, S.; Ciongradi, I.; Barbat, H. Seismic damage evaluation of an RC dissipative wall. "Bulletin of the Polytechnic Institute of Iasi", Abril 2013, vol. LIX (LXIII), núm. 2, p. 79-96.
Paraules clau
damage index, energy dissipation, incremental dynamic analysis, layer model, slit wall
Grup de recerca
(MC)2 - Grup de Mecànica Computacional en Medis Continus

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