A. S. Kuttab
- Shear and flexural strengths resulting from confinement of the compression regions in circular section structural concrete beams. Dans: Magazine of Concrete Research, v. 45, n. 164 (septembre 1993). (1993):
- Prevention of diagonal tension failures in beams using a flexure—shear interaction approach. Dans: Magazine of Concrete Research, v. 51, n. 4 (août 1999). (1999):