Dynamic Response Analysis of Tall Buildings under Axial Force Effects

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MOHAMMADNEJAD M.; HAJI KAZEMI H.

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Journal Paper

Paper Information

Journal: Ferdowsi Civil Engineering Year:2018 | Volume:31 | Issue:2 (22) Page(s): 39-53

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Information Journal Paper

Title

Dynamic Response Analysis of Tall Buildings under Axial Force Effects

Author(s)

MOHAMMADNEJAD M. | HAJI KAZEMI H. | Issue Writer Certificate

Keywords

Tall StructureQ1

Shear-Bending beamQ1

Weak form integral equationQ1

Axial forceQ1

Natural frequencyQ2

Abstract

In this paper, Weak form integral equations is presented for dynamic response analysis of Tall Structures with variable stiffness and mass along the height under Axial force. Through repetitive integration, the governing differential equation is converted into its Weak form integral equation. The Tall Structure is modeled by a non-prismatic cantilever beam. By approximation of the mode shape function by a power series, the integral equation is converted into a system of linear algebraic equations. The natural frequencies of Tall Structure are calculated by determination of a non-trivial solution for system of equations. The analysis results are compared by those obtained from SAP-2000 software and other available references.

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APA: Copy

MOHAMMADNEJAD, M., & HAJI KAZEMI, H.. (2018). Dynamic Response Analysis of Tall Buildings under Axial Force Effects. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 31(2 (22) ), 39-53. SID. https://sid.ir/paper/195940/en

Vancouver: Copy

MOHAMMADNEJAD M., HAJI KAZEMI H.. Dynamic Response Analysis of Tall Buildings under Axial Force Effects. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2018;31(2 (22) ):39-53. Available from: https://sid.ir/paper/195940/en

IEEE: Copy

M. MOHAMMADNEJAD, and H. HAJI KAZEMI, “Dynamic Response Analysis of Tall Buildings under Axial Force Effects,” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 31, no. 2 (22) , pp. 39–53, 2018, [Online]. Available: https://sid.ir/paper/195940/en

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