Reinforcement contribution to the behavior of low-rise concrete walls
AUTOR(ES)
Carrillo, Julian, Guzmán, Andrés, Jerez, Sandra
FONTE
Lat. Am. j. solids struct.
DATA DE PUBLICAÇÃO
2014
RESUMO
Based on steel strains recorded during shake table tests of six wall specimens, the effect and contribution of steel reinforcement to peak shear strength and displacement capacity of low-rise concrete walls is assessed and discussed. The experimental program included four variables such as wall geometry, concrete type, web steel ratio and type of web reinforcement. Wall response was assessed through effective steel strains in vertical reinforcement, efficiency factors of wall reinforcement, contribution of web horizontal reinforcement to wall shear strength, and the effect of type of web reinforcement to wall displacement.
Documentos Relacionados
- Displacement ductility for seismic design of RC walls for low-rise housing
- Numerical simulation of wind-driven ventilation of a three-generic low-rise building in various geometrical configurations
- Effect of the fiber reinforcement on the low energy impact behavior of fabric reinforced resin matrix composite materials
- Assessment of fusimotor contribution to reflex reinforcement in humans 1
- Strain on the back in concrete reinforcement work.
