سال انتشار: ۱۳۹۰

محل انتشار: ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله

تعداد صفحات: ۸

نویسنده(ها):

m Malekinejad – Department of Civil Engineering, University of Kerman, Kerman, Iran,
r Rahgozar – Department of Civil Engineering, University of Kerman, Kerman, Iran,
o Hosseini – Department of Civil Engineering, University of Kerman, Kerman, Iran,

چکیده:

In this paper a mathematical model is presented for free vibration analysis of symmetric plan framed tube systems in tall buildings. Then a closed form solution is derived for obtaining natural frequencies of framed tube structures. The analysis is based on continuum approach, in which the framed tube structure is idealized as composed of four equivalent orthotropic plate panels. Therefore framed tube structure is replaced by an idealized cantilever continuum representing the structural characteristics. Using the analytical method based on the Hamilton’s principle and theory of differential equation by considering boundary conditions and normalization of parameters, the governing equation of free vibration of the problem is developed, and the corresponding eigenvalue equation is then derived. A theoretical method of solution is proposed to solve the eigenvalue problem and a general solution is given to determine the natural frequencies of the framed tube structure. By following the proposedcalculation procedure, frequencies of the free vibration are quickly determined. The proposed method for predicting the natural frequencies of framed tube structures is shown to give good agreement with those obtained from computer analysis; thus the proposed method offers a simple and efficient, yet accurate, means of free vibration analysis of framed tube systems in tall buildings