1. Aslani F. and Goel S. C. (1989). “Experimental and analytical study of the inelastic behavior of double angle bracing members under cyclic loading.” Report No. UMCE 89‐5 Dept. of Civ. Engrg. Univ. of Michigan Ann Arbor Mich.
2. Stitch Spacing and Local Buckling in Seismic‐Resistant Double‐Angle Braces
3. Galambos T. V. ed. (1988). Guide to stability design criteria for metal structures . 4th Ed. John Wiley and Sons. Inc. New York N.Y.
4. Jain A. K. Goel S. C. and Hanson R. D. (1978). “Hysteresis behavior of bracing members and seismic response of braced frames with different proportions.” Report No. UMEE 78R3 Dept. of Civ. Engrg. Univ. of Michigan Ann Arbor Mich.