Influence of Parameters Reinforced Concrete Floor to Stiffness of Beam – Columns Connector in Composite Structures
Hong Son Nguyen1, Van Quan Tran2, Quang Hung Nguyen3
1Hong Son Nguyen, Hanoi Architectural University, 100000 Ha noi, Vietnam
2Van Quan Tran, University of Transport Technology, 100000 Hanoi, Vietnam
3Quang Hung Nguyen, Thuyloi University, Hanoi, Vietnam.
Manuscript received on 21 August 2019 | Revised Manuscript received on 26 August 2019 | Manuscript published on 30 August 2019 | PP: 3071-3075 | Volume-8 Issue-10, August 2019 | Retrieval Number: J95090881019/19©BEIESP | DOI: 10.35940/ijitee.J9509.0881019
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: 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.
Keywords: Composite Joints, Connections, Steel.
Scope of the Article: Composite Materials