Open AccessInfluence of Parameters Reinforced Concrete Floor to Stiffness of Beam – Columns Connector in Composite Structures
Author(s) -
Hong Son Nguyen,
Van Quan Tran,
Quang Hung Nguyen
Publication year - 2019
Publication title -
international journal of innovative technology and exploring engineering
Language(s) - English
Resource type - Journals
ISSN - 2278-3075
DOI - 10.35940/ijitee.j9509.0881019
Subject(s) - structural engineering , cable gland , stiffness , composite number , beam (structure) , column (typography) , slab , materials science , composite material , engineering , connection (principal bundle) , mechanical engineering
In this paper, the author introduces the beam – column connections, steel – concrete composite beams and floor element in the frame structures, and shows how to determine the stiffness connections of the typical beam - column according to European standards. Survey parameters affecting, including: slab thickness; section area and module elasticity of reinforcing bars; distance anchor, in order to clarify the influence of the parameters on the stiffness of the connections beam - column in composite steel – concrete structures.