Establishment of Stiffness Matrix, Mass Matrix of Tapered Beam with I-Shaped Include semi-Rigid 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 12 March 2019 | Revised Manuscript received on 17 March 2019 | Manuscript published on 30 July 2019 | PP: 3576-3581 | Volume-8 Issue-2, July 2019 | Retrieval Number: B3180078219/19©BEIESP | DOI: 10.35940/ijrte.B3180.078219
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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: In the report, the optimal design problem of flat steel frame structure in the deformed state is considered, considering the softness of “the beam-column connection pinned” with “the moments-rotation angle relationship of the connection” is nonlinear, linearized by three straight lines, the material of the structure is elastic – plastic material in ideal state and considering the P-Delta effect. Establish and solve the problem of flat steel frame structure in the form of nonlinear planning and solve the problem thanks to MATLAB 6.0 programming language. Create a specialized program to optimize the steel frame structure, the results illustrate the effect of bonding softness and P-Delta effect on the weight of steel frame structure.
Keywords: Steel Frame Structure, Optimal, Soft Connection, P-Delta Effect
Scope of the Article: Optimal Design of Structures