1. Harris, L.A., and Newmark, N.M. (1957). The Effect of Fabricated Edge Conditions on Brittle Fracture of Structural Steels, University of Illinois Engineering Experiment Station.
2. Tests on RC Slabs Reinforced with 500 MPa Welded Wire Fabric;Smith;Aust. J. Civ. Eng.,2003
3. High-Strength Reinforcement in Columns under High Shear Stresses;Sokoli;ACI Struct. J.,2016
4. Gilbert, R. (2001, January 11–14). The Impact of 500 MPA Reinforcement on the Ductility of Concrete Structures: Revision of AS3600. Proceedings of the Concrete Institute of Australia Conference, 20th, 2001, Perth, WA, Australia.
5. The Experimental Research of Reinforced Concrete Column by HRBFS00 Bars;Wang;Eng. Mech.,2011