The use of concrete members reinforced with high-strength steel bars (with a yield strength greater than 80 ksi [550 MPa]) in earthquake-resistant structures has been limited by the U.S. building codes since the introduction of strength design in 1963.
Tavallali, H., Lepage, A., Pujol, S., Rautenberg, J. CONCRETE BEAMS REINFORCED WITH HIGH-STRENGTH STEEL SUBJECTED TO DISPLACEMENT REVERSALS. American concrete institute, 2014 1037 - 1048,.
Tavallali, H., Lepage, A., Pujol, S., Rautenberg, J. CONCRETE BEAMS REINFORCED WITH HIGH-STRENGTH STEEL SUBJECTED TO DISPLACEMENT REVERSALS. American concrete institute, 2014 1037 - 1048,.
Tavallali, H., Lepage, A., Pujol, S., Rautenberg, J. (2014) CONCRETE BEAMS REINFORCED WITH HIGH-STRENGTH STEEL SUBJECTED TO DISPLACEMENT REVERSALS, American concrete institute 1037 - 1048,.
Tavallali, H., Lepage, A., Pujol, S., & Rautenberg, J. (2014). CONCRETE BEAMS REINFORCED WITH HIGH-STRENGTH STEEL SUBJECTED TO DISPLACEMENT REVERSALS. American concrete institute, 1037 - 1048.
Tavallali H, Lepage A, Pujol S, Rautenberg J. CONCRETE BEAMS REINFORCED WITH HIGH-STRENGTH STEEL SUBJECTED TO DISPLACEMENT REVERSALS. American concrete institute; 2014. p. 1037 - 1048.
