Building the Stiffness Matrix and Load Vector of the Taper Elements with the I-Section That Considering the Effect of Shear Force and Stiffness of the Connection
Hong Son Nguyen1, Trung Thanh Pham2, Quang Hung Nguyen3
1Hong Son Nguyen, Hanoi Architectural University, 100000 Ha Noi, Vietnam.
2Trung Thanh Pham, Vietnam Institute for Bulding Science and Technology, 100000 Hanoi, Vietnam.
3Quang Hung Nguyen, Thuyloi University, Hanoi, Vietnam.
Manuscript received on 02 March 2019 | Revised Manuscript received on 06 March 2019 | Manuscript published on 30 July 2019 | PP: 3633-3641 | Volume-8 Issue-2, July 2019 | Retrieval Number: B3421078219/19©BEIESP | DOI: 10.35940/ijrte.B3421.078219
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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: This paper shows how to build stiffness matrix and load vector by energy method for taper, I section elements includes the effects of shear and semi-rigid connection, use for structural analysis problem. Mathematical model of the section is exponential. Thereby, programming the structural analysis program for taper elements and verify results stiffness matrix, load vector as well as assessing the effects of shear and semi-rigid connection to force and displacement of this element.
Keywords: Taper Elements, Stiffness Matrix, Semi-Rigid Connection.
Scope of the Article: Building Energy