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Faisal F. Wafa

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Ashour, Samir A. / Mahmood, Khalid / Wafa, Faisal F. (1999): Long-term deflection of high-strength fiber reinforced concrete beams. In: Structural Engineering and Mechanics, v. 8, n. 6 (December 1999).

    https://doi.org/10.12989/sem.1999.8.6.531

  2. Ashour, Samir A. / Wafa, Faisal F. / Kamal, Mohmd I. (2000): Effect of the concrete compressive strength and tensile reinforcement ratio on the flexural behavior of fibrous concrete beams. In: Engineering Structures, v. 22, n. 9 (September 2000).

    https://doi.org/10.1016/s0141-0296(99)00052-8

  3. Hasnat, Abul / Wafa, Faisal F. / Akhtaruzzaman, Ali A. (1988): Prestressed Concrete Beams with Small Opening Under Torsion. In: Journal of Structural Engineering (ASCE), v. 114, n. 7 (July 1988).

    https://doi.org/10.1061/(asce)0733-9445(1988)114:7(1626)

  4. Wafa, Faisal F. / Hasnat, Abul / Akhtaruzzaman, AH A. (1989): Prestressed Concrete Beams with Opening Under Torsion and Bending. In: Journal of Structural Engineering (ASCE), v. 115, n. 11 (November 1989).

    https://doi.org/10.1061/(asce)0733-9445(1989)115:11(2727)

  5. Ashour, Samir A. / Shihata, Sabry A. / Akhtaruzaman, Ali A. / Wafa, Faisal F. (1999): Prestressed high-strength concrete beams under torsion and bending. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 26, n. 2 (April 1999).

    https://doi.org/10.1139/l98-054

  6. Hasnat, Abul / Akhtaruzzaman, Ali A. / Wafa, Faisal F. (1993): Prestressed Beams with Openings and No Stirrups under Torsion and Bending. In: Journal of Structural Engineering (ASCE), v. 119, n. 10 (October 1993).

    https://doi.org/10.1061/(asce)0733-9445(1993)119:10(2883)

  7. Wafa, Faisal F. / Shihata, Sabri A. / Ashour, Samir A. / Akhtaruzzaman, Ali A. (1995): Prestressed High-Strength Concrete Beams under Torsion. In: Journal of Structural Engineering (ASCE), v. 121, n. 9 (September 1995).

    https://doi.org/10.1061/(asce)0733-9445(1995)121:9(1280)

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