DocumentCode
2817648
Title
Experiment study on beam-column joints strengthened by gluing steels
Author
Liu, Yanjun
Author_Institution
Coll. of Civil Eng., Nanjing Forestry Univ., Nanjing, China
fYear
2011
fDate
15-17 July 2011
Firstpage
5779
Lastpage
5781
Abstract
This thesis introduces detailed the experiment of beam-column joints strengthened by gluing steels suffered low frequency cyclic load about the experiment design, the experiment process and results. Through analyzing the failure forms, hysteretic curves and the strain of bars, concrete and steels of four full-scale samples, we draws the conclusion of the bonding steels have improved the carrying capacity and the ductility of joints sticky-steel.
Keywords
beams (structures); bonding processes; concrete; construction components; ductility; steel; beam-column joints; bonding steel; concrete; ductility; failure form; gluing steel; hysteretic curve; joints sticky-steel; low frequency cyclic load; strain; Bonding; Civil engineering; Concrete; Joints; Steel; Structural beams; beam-column internal joints; bearing capacity; ductility; hysteretic curves; strengthened by gluing steels;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location
Hohhot
Print_ISBN
978-1-4244-9436-1
Type
conf
DOI
10.1109/MACE.2011.5988345
Filename
5988345
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