Title :
Experiment study on beam-column joints strengthened by gluing steels
Author_Institution :
Coll. of Civil Eng., Nanjing Forestry Univ., Nanjing, China
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;
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location :
Hohhot
Print_ISBN :
978-1-4244-9436-1
DOI :
10.1109/MACE.2011.5988345
