Concurrent flexural strength and ductility design of RC beams via strain-gradient-dependent concrete stress-strain curve-Reference-Cited by-同舟云学术

Concurrent flexural strength and ductility design of RC beams via strain-gradient-dependent concrete stress-strain curve

Author:

Chen M. T.¹,Ho J. C. M.²

Affiliation:

1. Department of Civil Engineering; The University of Hong Kong; Pokfulam Hong Kong

2. School of Civil Engineering; The University of Queensland; St Lucia Brisbane QLD 4072 Queensland Australia

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference41 articles.

1. Influence of epoxy-coated reinforcement on response of normal and high-strength concrete beams;Abrishami;ACI Structural Journal,1995

2. ACI Committee 318 2008 Building code requirements for reinforced concrete and commentary, ACI 318M-08 465

3. Effect of size on flexural behavior of high-strength concrete beams;Alca;ACI Structural Journal,1997

4. Shear strength of reinforced concrete slender beams;Arslan;Proceedings Of The Institution Of Civil Engineers B,2010

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

2. A new analysis method for polymer-confined concrete columns;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2016-12