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
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/tal.714/fullpdf
Reference19 articles.
1. The stress-strain relationship of confined and unconfined concrete;Attard;ACI Materials Journal,1996
2. A minimum ductility design method for non-rectangular high-strength concrete beams;Au;Computers and Concrete, An International Journal,2004
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
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