Browse > Article
http://dx.doi.org/10.12989/sem.2011.39.5.703

Dynamic analysis of structures in frequency domain by a new set of Ritz vectors  

Aliasghar Arjmandi, S. (Civil Engineering Department Amirkabir University of Technology)
Lotfi, Vahid (Civil Engineering Department Amirkabir University of Technology)
Publication Information
Structural Engineering and Mechanics / v.39, no.5, 2011 , pp. 703-716 More about this Journal
Abstract
The accurate dynamic analysis of structures is usually performed by a fine finite element discretization with very large number of degrees of freedom. Apart from modal analysis, one can reduce the number of final equations by assuming the deformed shape of the structure as a linear combination of independent Ritz vectors. The efficiency of this method relies heavily on the vectors selected. In this paper, a new set of Ritz vectors is proposed. It is primarily proved that these vectors are linearly independent. Subsequently, various two and three-dimensional examples are analyzed based on the proposed method. In each case, the results are compared with the ones obtained based on usual Ritz and modal analysis methods. It is finally concluded that the proposed method is very effective and efficient method for dynamic analysis of structures in frequency domain.
Keywords
Ritz vectors; structural dynamics; frequency domain analysis; DOF reduction methods; linearly independent vectors; convergence of Ritz method;
Citations & Related Records
Times Cited By KSCI : 4  (Citation Analysis)
Times Cited By Web Of Science : 0  (Related Records In Web of Science)
Times Cited By SCOPUS : 1
연도 인용수 순위
1 Arnold, R.R. and Citerley, R.L. (1985), "Application of Ritz vectors for dynamic analysis of large structures", Comput. Struct., 21, 901-907.   DOI   ScienceOn
2 Bayo, E.P. and Wilson, E.L. (1984), "Use of Ritz vectors in wave propagation and foundation response", Earthq. Eng. Struct. D., 12, 499-505.   DOI
3 Gu, J., Ma, Z.D. and Hulbert, G.M. (2000), "A new load-dependent Ritz vector method for structural dynamics analyses: quasi-static Ritz vectors", Finite Elem. Anal. Des., 36, 261-278.   DOI   ScienceOn
4 Hall, J.F. and Chopra, A.K. (1983), "Dynamic analysis of arch dams including hydrodynamic effects", J. Eng. Mech. Div.-ASCE, 109, 149-167.   DOI   ScienceOn
5 Ibrahimbegovic, A. and Wilson, E.L. (1990), "Automated truncation of Ritz vectors basis in modal transformation", J. Eng. Mech.-ASCE, 116, 2506-2520.   DOI
6 Jeong, K.H. (2006). "Mode localization and veering of natural frequency loci in two circular plates coupled with a fluid", Struct. Eng. Mech., 22(6), 719-739.   DOI
7 Joo, K.J. and Wilson, E.L. (1987), "Generation of Ritz vectors for adaptive finite element dynamic analysis", Proceedings of the U.S.-Korea Seminar Critical Engineering and Systems, Seoul, Korea.
8 Joo, K.J., Wilson, E.L. and Leger, P. (1989), "Ritz vectors and generation criteria for mode superposition analysis", Earthq. Eng. Struct. D., 18, 149-167.   DOI   ScienceOn
9 Kim, B.W., Jung, H.J., Kim, W.H. and Lee, I.W. (2003), "Dynamic analysis of structures using modified Lanczos co-ordinates", Earthq. Eng. Struct. D., 32, 1469-1474.   DOI   ScienceOn
10 Leger, P., Wilson, E.L. and Clough, R.W. (1986), The Use of Load Dependent Vectors for Dynamic and Earthquake Analysis, UCB/EERC 86-04, University of Californaia, Earthquake Engineering Research Center, Berkeley.
11 Lotfi, V. (2005), "Frequency domain analysis of concrete arch dams by decoupled modal approach", Struct. Eng. Mech., 21(4), 423-435.   DOI
12 Lotfi, V. (2007), "Direct frequency domain analysis of concrete arch dams based on FE-BE procedure", Struct. Eng. Mech., 26(4), 363-376.   DOI
13 Nour-Omid, B. and Clough, R.W. (1985), "Block Lanczos method for dynamic analysis of structures", Earthq. Eng. Struct. D., 13, 271-275.   DOI
14 Nour-Omid, B. and Clough, R.W. (1984), "Dynamic analysis of structures using Lanczos co-ordinates", Earthq. Eng. Struct. D., 12, 565-577.   DOI
15 Prasolov, V.V. and Ivanov, S. (1994), Problems and Theorems in Linear Algebra, American Mathematical Society.
16 Rose, T.L. (2006), "Using load-based Ritz vectors for dynamic analysis of structures", Proceedings of the 47th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference, Newport, RI, USA.
17 Rossit, C.A. and Ciancio, P.M. (2008), "Free vibrations of anisotropic rectangular plates with holes and attached masses", Struct. Eng. Mech., 28(1), 53-67.   DOI
18 Spiess, H. and Wriggers, P. (2005), "Reduction methods for FE analysis in nonlinear structural dynamics", PAMM, Proc. Appl. Math. Mech., 5, 135-136.   DOI   ScienceOn
19 Wilson, E.L. (2000), Three Dimensional Static and Dynamic Analysis of Structures, Computers and Structures, Inc., Berkeley.
20 Wilson, E.L. and Bayo, E.P. (1986), "Use of special Ritz vectors in dynamic substructure analysis", J. Struct. Eng.-ASCE, 112, 1944-1954.   DOI   ScienceOn
21 Wilson, E.L., Yuan, M.W. and Dickens, J.M. (1982), "Dynamic analysis by direct superposition of Ritz vectors", Earthq. Eng. Struct. D., 10, 813-821.   DOI
22 Xia, H. and Humar, J.L. (1992), "Frequency dependent Ritz vectors", Earthq. Eng. Struct. D., 21, 215-231.   DOI