FREE VIBRATION ANALYSIS OF COMBINED SYSTEM WITH VARIABLE CROSS SECTION
Publish Year: 1390
نوع سند: مقاله کنفرانسی
زبان: English
View: 1,193
This Paper With 8 Page And PDF Format Ready To Download
- Certificate
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
SEE06_051
تاریخ نمایه سازی: 16 اردیبهشت 1390
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. A continuous approach is employed and by usiing hamiltons variational principle the governing equation for free vibration of tall building 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 fundamental frequency. 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 sturctures dynamic characteristics it is easy to use yet reasonably accurate and suitable for quick evaluations during the preliminary design stages.
Keywords:
Authors
r Kamgar
Master of Science student, Department of Civil Engineering, University of Kerman, Kerman, Iran,
r Rahgozar
Associate Professor, Department of Civil Engineering,University of Kerman, Kerman, Iran,
مراجع و منابع این Paper:
لیست زیر مراجع و منابع استفاده شده در این Paper را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود Paper لینک شده اند :