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. American concrete institute, с. 189-200.
Osorio L, Eid R, Paultre P, Proulx J. Seismic Behavior of Synthetic Fiber-Reinforced Circular Columns. American concrete institute; 2014. p. с. 189-200.
