M. M. Ziara
- Proposed changes to flexural design in BS 8110 to allow over-reinforced sections to fail in a ductile manner. In: Magazine of Concrete Research, v. 52, n. 6 (December 2000). (2000):
- Strengthening reinforced concrete girders with 'n' and 'T' cross-sections. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 140, n. 1 (February 2000). (2000):
- Shear and flexural strengths resulting from confinement of the compression regions in circular section structural concrete beams. In: Magazine of Concrete Research, v. 45, n. 164 (September 1993). (1993):
- Prevention of diagonal tension failures in beams using a flexure—shear interaction approach. In: Magazine of Concrete Research, v. 51, n. 4 (August 1999). (1999):
- New approach for the strengthening structural concrete bridge girders. Presented at: IABSE Symposium: Extending the Lifespan of Structures, San Francisco, CA, USA, August 1995. (1995):