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Structural Engineering and Mechanics Volume 42, Number 5, June10 2012 , pages 715-728 DOI: https://doi.org/10.12989/sem.2012.42.5.715 |
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Free vibration analysis of combined system with variable cross section in tall buildings |
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Mohammad Reza Jahanshahia and Reza Rahgozar
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| Abstract | ||
| This paper deals with determining the fundamental frequency of tall buildings that consist of framed tube, shear core, belt truss and outrigger systems in which the framed tube and shear core vary in size along the height of the structure. The effect of belt truss and outrigger system is modeled as a concentrated rotational linear spring at the belt truss and outrigger system location. Many cantilevered tall structures can be treated as cantilevered beams with variable cross-section in free vibration analysis. In this paper, the continuous approach, in which a tall building is replaced by an idealized cantilever continuum representing the structural characteristics, is employed and by using energy method and Hamilton\'s variational principle, the governing equation for free vibration of tall building with variable distributed mass and stiffness is obtained. The general solution of governing equation is obtained by making appropriate selection for mass and stiffness distribution functions. By applying the separation of variables method for time and space, the governing partial differential equation of motion is reduced to an ordinary differential equation with variable coefficients with the assumption that the transverse displacement is harmonic. A power-series solution representing the mode shape function of tall building is used. Applying boundary conditions yields the boundary value problem; the frequency equation is established and solved through a numerical process to determine the natural frequencies. Computer program has been developed in Matlab (R2009b, Version 7.9.0.529, Mathworks Inc., California, USA). A numerical example has been solved to demonstrate the reliability of this method. The results of the proposed mathematical model give a good understanding of the structure | ||
| Key Words | ||
| free vibration; framed tube; shear core; belt truss; outrigger system; variable cross section | ||
| Address | ||
| Mohammad Reza Jahanshahia and Reza Rahgozar: Department of Civil Engineering, Shahid Bahonar University of Kerman, Kerman, Iran | ||