2003•Applied science and technologyRequires access

Comparison of stirrup for shear capacity of reinforced concrete beam

Ping Li

Abstract

The paper compared the amount of stirrup for the shear capacity of reinforced concrete beam based on for design of concrete structures (GBJ10-89)and the former code (TJ10-74).The results indicate that the amount of stirrup by recent design method is greater than that by former design method, and the reliability of members is increased. The reliability index is more reasonable.

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Available abstract

Key concepts: Stirrup, Structural engineering, Reinforced concrete, Beam (structure), Reliability (semiconductor), Shear (geology), Engineering, Geotechnical engineering