Influence of Anchor Connector Stiffness on Displacement-Internal Force of Steel-Concrete Frame
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 01 March 2019 | Revised Manuscript received on 05 March 2019 | Manuscript published on 30 July 2019 | PP: 3614-3619 | Volume-8 Issue-2, July 2019 | Retrieval Number: B3353078219/19©BEIESP | DOI: 10.35940/ijrte.B3353.078219
Open Access | Ethics and Policies | Cite | Mendeley | Indexing and Abstracting
© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (

Abstract: In the article, the author introduces how to determine the equivalent hardness of steel-concrete composite beam element, stiffness matrix and nodal load vector of steel-concrete beam element. Thereby, to build and solve the problem of analyzing the structural steel frame of concrete considering the anchor stiffness, programming and clarifying the impact of anchor stiffness associated with displacement – internal force of the frame.
Keywords: Shear Connectors, Steel – Concrete Frame; Cutting Anchors, Conjugated Beams, Incomplete Interaction

Scope of the Article: Concrete Engineering