2019
DOI: 10.1007/s00419-019-01602-4
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Analysis of dynamic characteristics of viscoelastic frame structures

Abstract: Planar frame structures made of a viscoelastic material are considered in the paper. The technically very important structures made of a homogenous material are contemplated. A family of rheological models (classic and fractional) are used to describe the mechanical properties of the viscoelastic material. In particular, the dynamic characteristics of the structures are of interest. A numerically very efficient method is proposed to determine such characteristics. The method requires the solution to the linear… Show more

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Cited by 9 publications
(12 citation statements)
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“…In equation (12), M � [M ij ] is mass matrix, K � [K ij ] is bending stiffness matrix, and N 0 S � N 0 [S ij ] is the stiffness matrix resulting from the initial axial load. Now, consider the solution result of the model in the case of single degree of freedom and make Mv � 1; here, y(x, t) � g(t)ϕ 1 (x); from (11), we can obtain the following equation:…”
Section: Deformation Equation Of Mecbmentioning
confidence: 99%
See 1 more Smart Citation
“…In equation (12), M � [M ij ] is mass matrix, K � [K ij ] is bending stiffness matrix, and N 0 S � N 0 [S ij ] is the stiffness matrix resulting from the initial axial load. Now, consider the solution result of the model in the case of single degree of freedom and make Mv � 1; here, y(x, t) � g(t)ϕ 1 (x); from (11), we can obtain the following equation:…”
Section: Deformation Equation Of Mecbmentioning
confidence: 99%
“…At present, the most accurate method for solving the device-level dynamic characteristics of MEMS is to establish an effective partial differential equation (PDES) to describe the nonlinear dynamic characteristics of the system in mathematical form through the analysis of its working principle and coupled physical model and then solve it by finite element method (FEM), boundary element method (BEM), finite difference method (FDM), and other methods after selecting effective control parameters. To improve the accuracy of the calculation, the model needs to be divided into a very detailed grid to solve, the refinement of the grid will inevitably lead to the allocation of a large number of resources, which cannot meet the solution under multiparameters and multiexcitation, so the optimization efficiency of the parameter design space is very low, and it is even more difficult to deal with the MEMS devices of multidevices [11][12][13][14][15][16]. In this paper, according to the principle of conservation of energy, the MECB model of the building monitoring MEMS is constructed.…”
Section: Introductionmentioning
confidence: 99%
“…The p n root of the characteristic equation corresponds to the n-th natural undamped frequency x n of the elastic beam. The frequencies can be calculated using the well-known expression [45,46,49,50]…”
Section: Problem Formulationmentioning
confidence: 99%
“…( 22) and substituting into Eq. ( 16), the equation for natural damped frequencies of the viscoelastic beam is obtained [49] x…”
Section: Problem Formulationmentioning
confidence: 99%
“…To assess the seismic performance of any structure, it is important to estimate its dynamic characteristics and to predict its response to the ground motion to which it may be exposed during its service life. Dynamic characteristics, namely periods and mode shapes, are obtained through an eigenvalue analysis [49]. As it is exposed to different levels of ground motion, the nonlinear dynamic time-history analysis provides the damage states of the building.…”
Section: Analytical Techniques Of Performance Evaluationmentioning
confidence: 99%