نتایج جستجو برای: free and forced vibration analysis

تعداد نتایج: 17353614  

ژورنال: مهندسی دریا 2018

Using finite element method, free vibration of very large circular floating structures is investigated based on the first order shear deformation theory. The very large floating structure is modeled as an elastic plate with free edges. The free vibration of a circular plate in contact with air (the dry plate) is investigated and the natural frequencies and mode shapes of the plate are determine...

2016
Yumiao Wei Yonggui Dong Xianxiang Huang Zhili Zhang

In order to measure the nonlinear features of micromechanical resonators, a free damped oscillation method based on stair-stepped frequency sinusoidal pulse excitation is investigated. In the vicinity of the resonant frequency, a frequency stepping sinusoidal pulse sequence is employed as the excitation signal. A set of free vibration response signals, containing different degrees of nonlinear ...

M Foroutan, R Moradi-Dastjerdi

In this paper, free vibration analysis of orthotropic functionally graded material (FGM) cylinders was carried out by a Mesh-Free method. In this analysis, moving least squares shape functions are used for approximation of displacement field in the weak form of equilibrium equation. Essential boundary conditions are imposed by transformation method. In this simulation, an axisymmetric model is ...

Journal: :Journal of the Faculty of Agriculture, Kyushu University 1993

S Boudaa S Hamioud S Khalfallah,

This article presents an analysis of free vibration of elastically supported Timoshenko beams by using the spectral element method. The governing partial differential equation is elaborated to formulate the spectral stiffness matrix. Effectively, the non classical end boundary conditions of the beam are the primordial task to calibrate the phenomenon of the Timoshenko beam-soil foundation inter...

Journal: :international journal of advanced design and manufacturing technology 0
kasra karbaschi hasan hasanzadeh

wide range of planar structures in new technologies has attracted special consideration. in this research vibration behavior of plates with non-linear edges is investigated by means of finite difference (fd) method. for this issue, classical and analytical solutions for plates with linear edges were analyzed and mutual equations, needed for numerical calculation were extracted. by expanding the...

Journal: :مهندسی عمران فردوسی 0
موسی محمودی صاحبی میر احمد میرقاسم پور محمد جواد نجاری

structural dynamic parameters: natural period, shape modes and damping ratio of vibration, play a decisive role on the seismic behavior of those structures. there are several methods for determining of the structural dynamic parameters, such as: free vibration, ambient vibration and force vibration tests. in this research the structural response of a three-story building (the natural frequencie...

Journal: :مکانیک هوافضا 0
سید حسام الدین مدنی s.h madani univ of tehranاستادیار محمد حسین صبور m.h sabour univ of tehranدانشگاه تهران محمد فدایی m fadaee univ of tech qumدانشگاه صنعتی قم

because of production process and constrains conditions, circular graphene sheet may be opposed to structural defect and pin hole, respectively. some of the defects and pin hole on a circular graphene sheet can be considered as an eccentric hole on the sheet. hence, analyzing behavior of circular graphene sheet with an eccentric hole is important. free vibration of an eccentric annular graphene...

Journal: :civil engineering infrastructures journal 0
a. ardeshir-behrestaghi faculty of civil engineering, babol noshirvani university of technology, babol, iran. m. eskandari-ghadi school of civil engineering, college of engineering, university of tehran, p.o.box: 11155-4563, tehran, iran. j. vaseghi-amiri faculty of civil engineering, babol noshirvani university of technology, babol, iran.

the dynamic response of a transversely isotropic, linearly elastic layer bonded to the surface of a half-space of a different transversely isotropic material under arbitrary shape surface loads is considered. with the help of displacements and stresses green’s functions, an analytical formulation is presented for the determination of the displacements and stresses at any point in both surface l...

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