Flexural behavior of steel deep beams prestressed with externally unbonded straight multi-tendons
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference27 articles.
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3. Experimental and analytical study of prestressed steel–concrete composite beams considering slip effect;Nie;J. Struct. Eng.,2007
4. Numerical modeling of externally prestressed steel -concrete composite beams;Lou;J. Constr. Steel Res.,2016
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