Ductile behavior and high energy dissipation ability are two essential properties for a reinforced concrete column part of a structure in a moderate to high seismic region. Concrete design codes ensure ductile behavior of columns by setting a requirement for a minimum amount of transverse steel reinforcement.
Osorio, L., Eid, R., Paultre, P., Proulx, J. Seismic Behavior of Synthetic Fiber-Reinforced Circular Columns,
American concrete institute, 2014, с. 189-200.
Osorio, L., Eid, R., Paultre, P., Proulx, J. .
Seismic Behavior of Synthetic Fiber-Reinforced Circular Columns.
: American concrete institute, 2014, с. 189-200.
Osorio, L., Eid, R., Paultre, P., Proulx, J. (2014)
Seismic Behavior of Synthetic Fiber-Reinforced Circular Columns,
: American concrete institute, с. 189-200
Osorio, L.,
Eid, R.,
Paultre, P., &
Proulx, J.
(2014).
Seismic Behavior of Synthetic Fiber-Reinforced Circular Columns. ACI Structural journal. American concrete institute, 111 (1), с. 189-200.
