Effect of small axial force on flexural ductility design of high-strength concrete beams
Author:
Affiliation:
1. Department of Bridge Engineering; Tongji University; Shanghai China
2. Department of Civil Engineering; The University of Hong Kong; Pokfulam Road Hong Kong China
Funder
Shanghai Municipal Natural Science Foundation, China
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Reference26 articles.
1. The stress-strain relationship of confined and unconfined concrete;Attard;ACI Materials Journal,1996
2. Effect of axial load on flexural behaviour of cyclically loaded RC columns;Au;Computers and Concrete, An International Journal,2006
3. Complete moment-curvature relationship of reinforced normal- and high-strength concrete beams experiencing complex load history;Au;Computers and Concrete, An International Journal,2005
Cited by 2 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
1. Experimental and numerical study of the flexural capacity of reinforced concrete Vierendeel beams;The Structural Design of Tall and Special Buildings;2021-12-07
2. Effect of confinement on flexural ductility design of concrete beams;COMPUT CONCRETE;2017
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