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Seismic performance of buildings with thin RC bearing walls

Autor
Gonzáles, H.; Lopez Almansa, F.
Tipus d'activitat
Article en revista
Revista
Engineering structures
Data de publicació
2012-01
Volum
34
Pàgina inicial
244
Pàgina final
258
DOI
https://doi.org/10.1016/j.engstruct.2011.10.007 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/15869 Obrir en finestra nova
Resum
up to five stories) with thin RC shear-walls have been constructed for low-cost dwellings in Bolivia, Colombia, Ecuador, Mexico, Peru, Venezuela, and other countries located in seismic-prone regions. These walls are 10 cm thick and their reinforcement consists mainly of a single layer of welded wire mesh. This construction technology offers two main advantages: economy and rapidity of construction. These buildings do not fulfill the international seismic codes but some national regulations are l...
Citació
Gonzáles, H.; Lopez, F. Seismic performance of buildings with thin RC bearing walls. "Engineering structures", Gener 2012, vol. 34, p. 244-258.
Paraules clau
Nonlinear time history analysis, Push-over analysis, Reinforced concrete, Seismic vulnerability, Thin supporting walls
Grup de recerca
(MC)2 - UPC Mecànica de Medis Continus i Computacional
GMNE - Grup de Mètodes Numèrics en Enginyeria

Participants

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