This paper reports the results of a study aimed at investigating the lateral stability of rectangular reinforced concrete slender beams. A total of nine reinforced concrete beams of rectangular cross-section with db ratios ranging from 10.20 to 12.45 and Lb ratios varying between 96 and 156 were tested.
Kalkan, I. Lateral Torsional Buckling of Rectangular Reinforced Concrete Beams,
American concrete institute, 2014, с. 71-82.
Kalkan, I. .
Lateral Torsional Buckling of Rectangular Reinforced Concrete Beams.
: American concrete institute, 2014, с. 71-82.
Kalkan, I. (2014)
Lateral Torsional Buckling of Rectangular Reinforced Concrete Beams,
: American concrete institute, с. 71-82
Kalkan, I.
(2014).
Lateral Torsional Buckling of Rectangular Reinforced Concrete Beams. ACI Structural journal. American concrete institute, 111 (1), с. 71-82.
