Influence of Parameters Reinforced Concrete Floor to Stiffness of Beam – Columns Connector in Composite Structures | Zendy

Nguyễn Hồng Sơn | Zendy; Van Quan Tran | Zendy; Quang Hung Nguyen | Zendy

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Influence of Parameters Reinforced Concrete Floor to Stiffness of Beam – Columns Connector in Composite Structures

Author(s) -

Nguyễn Hồng Sơn,

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 , engineering , composite material , 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.

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