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      Differential quadrature method for free vibration analysis of coupled shear walls

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      https://www.riss.kr/link?id=A105891291

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      다국어 초록 (Multilingual Abstract)

      Differential Quadrature Method (DQM) is a powerful method which can be used to solve numerical problems in the analysis of structural and dynamical systems. In this study the governing equation which represents the free vibration of coupled shear wall...

      Differential Quadrature Method (DQM) is a powerful method which can be used to solve numerical problems in the analysis of structural and dynamical systems. In this study the governing equation which represents the free vibration of coupled shear walls is solved using the DQM method. A one-dimensional model has been used in this study. At the end of study various examples are presented to verify the accuracy of the method.

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      참고문헌 (Reference)

      1 Takabatake, H., "Two-dimensional rod theory for approximate analysis of building structures" 1 (1): 1-19, 2010

      2 Bert, C. W., "Two new approximate methods for analyzing free vibration of structural components" 26 (26): 612-618, 1987

      3 Liew, K.M., "Three dimensional vibration analysis of rectangular plates based on differential quadrature method" 220 (220): 577-599, 1999

      4 Liew, K.M., "Three dimensional static solutions of rectangular plates by variant differential quadrature method" 43 : 1611-1628, 2001

      5 Civalek, Ö., "Three different type differential quadrature methods (DQM) for linear buckling analysis of uniform elastic columns" 4 (4): 51-58, 2004

      6 Coull, A., "Tall buildings 1. Handbook of structural concrete" Pitman Books Limited 1983

      7 Resatoglu, R., "Static analysis of laterally arbitrarily loaded non-planar non symmetrical coupled shear walls" 48 (48): 696-708, 2010

      8 Birol Kaya, "Solution of the Advection-Diffusion Equation Using the Differential Quadrature Method" 대한토목학회 14 (14): 69-75, 2010

      9 Chaallal, O., "Seismic response of flexibly supported coupled shear walls" 122 (122): 1187-1197, 1996

      10 Chai, Y.H., "Reexamination of the vibrational period of coupled shear walls by differential transformation" 135 (135): 1330-1339, 2009

      1 Takabatake, H., "Two-dimensional rod theory for approximate analysis of building structures" 1 (1): 1-19, 2010

      2 Bert, C. W., "Two new approximate methods for analyzing free vibration of structural components" 26 (26): 612-618, 1987

      3 Liew, K.M., "Three dimensional vibration analysis of rectangular plates based on differential quadrature method" 220 (220): 577-599, 1999

      4 Liew, K.M., "Three dimensional static solutions of rectangular plates by variant differential quadrature method" 43 : 1611-1628, 2001

      5 Civalek, Ö., "Three different type differential quadrature methods (DQM) for linear buckling analysis of uniform elastic columns" 4 (4): 51-58, 2004

      6 Coull, A., "Tall buildings 1. Handbook of structural concrete" Pitman Books Limited 1983

      7 Resatoglu, R., "Static analysis of laterally arbitrarily loaded non-planar non symmetrical coupled shear walls" 48 (48): 696-708, 2010

      8 Birol Kaya, "Solution of the Advection-Diffusion Equation Using the Differential Quadrature Method" 대한토목학회 14 (14): 69-75, 2010

      9 Chaallal, O., "Seismic response of flexibly supported coupled shear walls" 122 (122): 1187-1197, 1996

      10 Chai, Y.H., "Reexamination of the vibrational period of coupled shear walls by differential transformation" 135 (135): 1330-1339, 2009

      11 Zeidabadi, N.A., "Optimized use of the outrigger system to stiffen the coupled shear walls in tall buildings" 13 : 9-27, 2004

      12 Striz, A. G., "Nonlinear bending analysis of thin circular plates by differential quadrature" 6 : 51-62, 1988

      13 Smith, B. S., "Modified beam method for analyzing symmetrical shear walls" 67 (67): 977-980, 1970

      14 Kwan, A.K.H., "Mixed finite elements for analysis of coupled shear/core walls" 119 (119): 1388-1408, 1993

      15 Omer Civalek, "Harmonic differntial quadrature(HDQ) for axisymmetric bending analysis of thin isotropic circular plates" 국제구조공학회 17 (17): 1-14, 2004

      16 Striz, A. G., "Harmonic differential quadrature method and applications to analysis of structural components" 111 : 85-94, 1995

      17 Civalek, Ö., "Geometrically nonlinear dynamic analysis of doubly curved isotropic shells resting on elastic foundation by a combination of HDQ-FD methods" 82 (82): 470-479, 2005

      18 Cheung, Y. K., "Frequency analysis of coupled shear wall assemblies" 5 (5): 191-201, 1977

      19 Kuang, J.S., "Free vibration of stiffened coupled shear walls" 7 : 135-145, 1998

      20 Bert, C.W., "Free vibration analysis of tapered rectangular plates by differential quadrature method : a semi-analytical approach" 190 (190): 41-63, 1996

      21 Akso an, O., "Forced vibration analysis of stiffened coupled shear walls using continuous connection method" 25 : 499-506, 2003

      22 Chaallal, O., "Finite element model for seismic RC coupled walls having slender coupling beams" 118 (118): 2936-2943, 1992

      23 Shu, C., "Explicit computations of weighting coefficients in the harmonic differential quadrature" 204 (204): 549-555, 1997

      24 Wang, Q., "Estimating periods of vibration of buildings with coupled shear wall" 131 (131): 1931-1935, 2005

      25 Kwan, A. K. H., "Equivalence of finite elements and analogous frame modules for shear/core wall analysis" 57 (57): 193-203, 1995

      26 Basu, A., "Dynamic characteristics of coupled shear walls" 105 : 1637-1651, 1979

      27 Bert, C.W., "Differential quadrature method in computational mechanics : a review" 49 (49): 1-28, 1996

      28 Bert, C. W., "Differential quadrature for static and free vibration analysis of anisotropic plates" 30 (30): 1737-1744, 1993

      29 Bellman, R.E., "Differential quadrature and long term integration" 34 : 235-238, 1971

      30 Shu, C., "Differential quadrature and its application in engineering" Springer-Verlag London Limited 2000

      31 Bellman, R. E., "Differential quadrature : a technique for the rapid solution of nonlinear partial differential equations" 10 : 40-52, 1972

      32 Liew, K.M., "Comparative accuracy of DQ and HDQ methods for threedimensional vibration analysis of rectangular plates" 45 : 1831-1848, 1999

      33 Chaallal, O, "Classification methodology for coupled shear walls" 122 (122): 1453-1458, 1996

      34 Rosman, R., "Approximate analysis of shear walls subject to lateral loads" 61 (61): 717-734, 1964

      35 Shu, C., "Application of generalized differential quadrature to solve two-dimensional incompressible navier-stokes equations" 15 : 791-798, 1992

      36 Civalek, Ö., "Application of differential quadrature(DQ)and harmonic differential quadrature(HDQ)for buckling analysis of thin isotropic plates and elastic columns" 26 : 171-186, 2004

      37 Karami, G., "Application of a new differential quadrature methodology for free vibration analysis of plates" 56 : 847-867, 2003

      38 Kim, H.S., "Analysis of shear wall with openings using super elements" 25 : 981-991, 2003

      39 Potzta, G., "Analysis of building structures by replacement sandwich beams" 40 : 535-553, 2003

      40 Rashed, Y.F., "Analysis of building shear walls using boundary elements" 24 : 287-293, 2000

      41 Ha, H.H., "An efficient analysis of continuum shear wall models" 26 : 425-433, 1999

      42 Bozdogan, K.B., "An approximate method for static and dynamic analyses of multi-bay coupled shear walls" 18 : 1-12, 2009

      43 Aksogan, O., "A simplified dynamic analysis of multi bay stiffened coupled shear walls" 38 : 552-560, 2007

      44 Eftekhari, S.A., "A new mixed finite element-differential quadrature formulation for forced vibration of beams carrying moving loads" 78 (78): 011020-1-011020-16, 2011

      45 Li, G.Q., "A continous-discrete approach to the free vibration analysis of stiffened pierced walls on flexible foundations" 33 (33): 249-263, 1996

      46 Malekzadeh, P., "A DQ large deformation analysis of composite plates on nonlinear elastic foundations" 79 : 251-260, 2007

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      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재
      2005-05-26 학술지명변경 한글명 : 국제구조계산역학지 -> Structural Engineering and Mechanics, An Int'l Journal KCI등재
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
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