Cyclic flexural tests of hybrid steel–precast concrete beams with simple connection elements
Author:
Funder
National Research Foundation of Korea
Korea government
Ministry of Trade, Industry & Energy, Republic of Korea
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference20 articles.
1. Overview of hybrid and composite systems for seismic design in the United States;Roeder;Eng Struct,1998
2. Experimental study on joint of spliced steel-PSC hybrid girder, part 1: proposed parallel-perfobond-rib-type joint;Kim;Eng Struct,2011
3. Flexural behavior of hybrid precast concrete beams with H-steel beams at both ends;Yang;Eng Struct,2010
4. Flexural behaviour of composite beams with high strength steel;Ban;Eng Struct,2013
5. An experimental, numerical and analytical study of hybrid RC-encased steel joist beams subjected to shear;Chisari;Eng Struct,2014
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