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1
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0042685907
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Extraction of substructural flexibility from measured global modes and mode shapes
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Paper No. AIAA 96-1297, Salt Lake City, Utah, April
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K.C. Park and K.F. Alvin, Extraction of substructural flexibility from measured global modes and mode shapes, Proc. 1996 AIAA SDM Conference, Paper No. AIAA 96-1297, Salt Lake City, Utah, April 1996; submitted to AIAA J.
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(1996)
Proc. 1996 AIAA Sdm Conference
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Park, K.C.1
Alvin, K.F.2
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2
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4243853210
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K.C. Park and K.F. Alvin, Extraction of substructural flexibility from measured global modes and mode shapes, Proc. 1996 AIAA SDM Conference, Paper No. AIAA 96-1297, Salt Lake City, Utah, April 1996; submitted to AIAA J.
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AIAA J.
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3
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0029227120
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Design of complex vibration control systems based on spatial energy transmission patterns
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Paper No. AIAA 95-1381, April 18-21 New Orleans, LA.
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W.S. Hwang, K.W. Belvin and K.C. Park, Design of complex vibration control systems based on spatial energy transmission patterns, Proc. 1995 AIAA SDM Conference, Paper No. AIAA 95-1381, April 18-21 1995, New Orleans, LA.; submitted to AIAA J. Guidance, Control Dynam.
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(1995)
Proc. 1995 AIAA SDM Conference
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Hwang, W.S.1
Belvin, K.W.2
Park, K.C.3
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4
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0029227120
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W.S. Hwang, K.W. Belvin and K.C. Park, Design of complex vibration control systems based on spatial energy transmission patterns, Proc. 1995 AIAA SDM Conference, Paper No. AIAA 95-1381, April 18-21 1995, New Orleans, LA.; submitted to AIAA J. Guidance, Control Dynam.
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AIAA J. Guidance, Control Dynam.
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5
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0041684057
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Center for Aerospace Structures Report CU-CAS-96-06, University of Colorado, Boulder, CO
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K.C. Park, M.R. Justino F. and C.A. Felippa, An algebraically partitioned FETI method for parallel structural analysis: algorithm description, Center for Aerospace Structures Report CU-CAS-96-06, University of Colorado, Boulder, CO, 1996; to appear in Int. J. Numer. Methods Engrg., 1997.
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(1996)
An Algebraically Partitioned FETI Method for Parallel Structural Analysis: Algorithm Description
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Park, K.C.1
Justino F., M.R.2
Felippa, C.A.3
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6
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0043186957
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K.C. Park, M.R. Justino F. and C.A. Felippa, An algebraically partitioned FETI method for parallel structural analysis: algorithm description, Center for Aerospace Structures Report CU-CAS-96-06, University of Colorado, Boulder, CO, 1996; to appear in Int. J. Numer. Methods Engrg., 1997.
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(1997)
Int. J. Numer. Methods Engrg.
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7
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0043186952
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Center for Aerospace Structures Report CU-CAS-96-12, University of Colorado, Boulder, CO
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M.R. Justino F., K.C. Park and C.A. Felippa, An algebraically partitioned FETI method for parallel structural analysis: performance evaluation, Center for Aerospace Structures Report CU-CAS-96-12, University of Colorado, Boulder, CO, 1996; to appear in Int. J. Numer. Methods Engrg., 1997.
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(1996)
An Algebraically Partitioned FETI Method for Parallel Structural Analysis: Performance Evaluation
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Justino F., M.R.1
Park, K.C.2
Felippa, C.A.3
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8
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0042685905
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M.R. Justino F., K.C. Park and C.A. Felippa, An algebraically partitioned FETI method for parallel structural analysis: performance evaluation, Center for Aerospace Structures Report CU-CAS-96-12, University of Colorado, Boulder, CO, 1996; to appear in Int. J. Numer. Methods Engrg., 1997.
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(1997)
Int. J. Numer. Methods Engrg.
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9
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0041684054
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Center for Aerospace Structures, Report No. CU-CAS-96-19, University of Colordo
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M.R. Justino F. and K.C. Park, A matrix-free algebraic FETI method for quasistatic nonlinear structural analysis, Center for Aerospace Structures, Report No. CU-CAS-96-19, University of Colordo, 1996; to be presented at the 4th U.S. National Congress on Computational Mechanics, 6-8 August 1977, San Francisco, CA.
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(1996)
A Matrix-free Algebraic FETI Method for Quasistatic Nonlinear Structural Analysis
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Justino F., M.R.1
Park, K.C.2
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10
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0042184761
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6-8 August San Francisco, CA
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M.R. Justino F. and K.C. Park, A matrix-free algebraic FETI method for quasistatic nonlinear structural analysis, Center for Aerospace Structures, Report No. CU-CAS-96-19, University of Colordo, 1996; to be presented at the 4th U.S. National Congress on Computational Mechanics, 6-8 August 1977, San Francisco, CA.
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(1977)
4th U.s. National Congress on Computational Mechanics
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12
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0041684056
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K.C. Park and C.A. Felippa, A variational framework for solution method developments in structural mechanics, Center for Aerospace Structures, Report No. CU-CAS-96-22, University of Colorado, 1966; submitted to J. Appl. Mech.
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J. Appl. Mech.
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13
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0019026096
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Partitioned transient analysis procedures for coupled-field problems: Stability analysis
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K.C. Park, Partitioned transient analysis procedures for coupled-field problems: stability analysis, J. Appl. Mech. 47 (1980) 370-376.
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(1980)
J. Appl. Mech.
, vol.47
, pp. 370-376
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Park, K.C.1
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14
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0019075858
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Staggered transient analysis procedures for coupled-field mechanical systems: Formulation
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C.A. Felippa and K.C. Park, Staggered transient analysis procedures for coupled-field mechanical systems: formulation, Comput. Methods Appl. Mech. Engrg. 24 (1980) 61-111.
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(1980)
Comput. Methods Appl. Mech. Engrg.
, vol.24
, pp. 61-111
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Felippa, C.A.1
Park, K.C.2
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15
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0020863173
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Partitioned analysis of coupled systems
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T. Belytschko and T.J.R. Hughes, eds., North-Holland Publishing Co.
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K.C. Park and C.A. Felippa, Partitioned analysis of coupled systems, in: T. Belytschko and T.J.R. Hughes, eds., Computational Methods for Transient Analysis (North-Holland Publishing Co., 1983) 157-219.
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(1983)
Computational Methods for Transient Analysis
, pp. 157-219
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Park, K.C.1
Felippa, C.A.2
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16
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0004644608
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Computation of influence coefficients for aircraft structures with discontinuities and sweepback
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S. Levy, Computation of influence coefficients for aircraft structures with discontinuities and sweepback, J. Aero. Sci. 14 (1947) 547-560.
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(1947)
J. Aero. Sci.
, vol.14
, pp. 547-560
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Levy, S.1
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17
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0004676114
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An approximate method for computation of stresses in sweptback wings
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T. Rand, An approximate method for computation of stresses in sweptback wings, J. Aero. Sci. 18 (1951) 61-63.
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(1951)
J. Aero. Sci.
, vol.18
, pp. 61-63
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Rand, T.1
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18
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0004707874
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Analysis of elastic structures by matrix coefficients, with special regard to semimonocoque structures
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B. Langefors, Analysis of elastic structures by matrix coefficients, with special regard to semimonocoque structures, J. Aero. Sci. 19 (1952) 451-458.
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(1952)
J. Aero. Sci.
, vol.19
, pp. 451-458
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Langefors, B.1
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19
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0004676115
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A method for reducing the analysis of complex redundant structures to a routine procedure
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L.B. Wehle and W. Lansing, A method for reducing the analysis of complex redundant structures to a routine procedure, J. Aero. Sci. 19 (1962) 677-684.
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(1962)
J. Aero. Sci.
, vol.19
, pp. 677-684
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Wehle, L.B.1
Lansing, W.2
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21
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0042184756
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Oct-Nov and 27 April-May
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J.H. Argyris and S. Kelsey, Energy Theorems and Structural Analysis (Butterworths, London, 1960); reprinted from Aircraft Engrg. 26 Oct-Nov 1954 and 27 April-May, 1955.
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(1954)
Aircraft Engrg.
, vol.26
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22
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0040313246
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A general digital computer analysis of statically indeterminate structures
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P.H. Denke, A general digital computer analysis of statically indeterminate structures, NASA Tech. Note D-1366, 1962.
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(1962)
NASA Tech. Note
, vol.D-1366
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Denke, P.H.1
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27
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0001151403
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An algorithm to compute a sparse basis of the null space
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M.W. Berry, M.T. Heath, I. Kaneko, M. Lawo, R.J. Plemmons and R.C. Ward, An algorithm to compute a sparse basis of the null space, Numer. Math. 47 (1985) 483-504.
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(1985)
Numer. Math.
, vol.47
, pp. 483-504
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Berry, M.W.1
Heath, M.T.2
Kaneko, I.3
Lawo, M.4
Plemmons, R.J.5
Ward, R.C.6
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28
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0021444260
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Minimum norm solutions to linear elastic analysis problems
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I. Kaneko and R.J. Plemmons, Minimum norm solutions to linear elastic analysis problems, Int. J. Numer. Methods Engrg. 20 (1984) 983-998.
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(1984)
Int. J. Numer. Methods Engrg.
, vol.20
, pp. 983-998
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Kaneko, I.1
Plemmons, R.J.2
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29
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0002622109
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Substructuring methods for computing the nullspace of equilibrium matrices
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R.J. Plemmons and R.E. White, Substructuring methods for computing the nullspace of equilibrium matrices, SIAM J. Matrix Anal. Appl. 1 (1990) 1-22.
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(1990)
SIAM J. Matrix Anal. Appl.
, vol.1
, pp. 1-22
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Plemmons, R.J.1
White, R.E.2
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30
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0015557050
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An integrated force method for discrete analysis
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S.N. Patnaik, An Integrated Force Method for discrete analysis, Int. J. Numer. Methods Engrg. 6 (1973) 237-251.
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(1973)
Int. J. Numer. Methods Engrg.
, vol.6
, pp. 237-251
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Patnaik, S.N.1
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31
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0022475151
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The variational energy formulation for the integrated force method
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S.N. Patnaik, The variational energy formulation for the Integrated Force Method, AIAA J. 24 (1986) 129-136.
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(1986)
AIAA J.
, vol.24
, pp. 129-136
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Patnaik, S.N.1
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32
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0025660590
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Analysis of continuum using the boundary compatibility conditions of integrated force method
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S.N. Patnaik and H. Satish, Analysis of continuum using the boundary compatibility conditions of integrated Force Method, Comput. Struct. 34 (1990) 287-295.
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(1990)
Comput. Struct.
, vol.34
, pp. 287-295
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Patnaik, S.N.1
Satish, H.2
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33
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0023414876
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Will the force method come back?
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C.A. Felippa, Will the Force Method come back?, J. Appl. Mech. 54 (1987) 728-729.
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(1987)
J. Appl. Mech.
, vol.54
, pp. 728-729
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Felippa, C.A.1
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34
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0029391010
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Parametric unification of matrix structural analysis: Classical formulation and d-connected mixed elements
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C.A. Felippa, Parametric unification of matrix structural analysis: classical formulation and d-Connected Mixed Elements, Finite Elem. Anal. Des. 21 (1995) 45-74.
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(1995)
Finite Elem. Anal. Des.
, vol.21
, pp. 45-74
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Felippa, C.A.1
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35
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0028449824
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Implicit parallel processing in structural mechanics
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C. Farhat and F.X. Roux, Implicit parallel processing in structural mechanics, Comput. Mech. Adv. 2(1) (1994) 1-124.
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(1994)
Comput. Mech. Adv.
, vol.2
, Issue.1
, pp. 1-124
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Farhat, C.1
Roux, F.X.2
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36
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0042685900
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Private communication to K.C. Park
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R.H. Gallagher, Private communication to K.C. Park, 1997.
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(1997)
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Gallagher, R.H.1
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38
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0001759330
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Stiffness and deflection analysis of complex structures
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M.J. Turner, R.W. Clough, H.C. Martin and L.J. Topp, Stiffness and deflection analysis of complex structures, J. Aeron. Sci. 23 (1956) 805-824.
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(1956)
J. Aeron. Sci.
, vol.23
, pp. 805-824
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Turner, M.J.1
Clough, R.W.2
Martin, H.C.3
Topp, L.J.4
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39
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0004644286
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The direct stiffness method of structural analysis
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Structural and Materials Panel Paper, Aachen, Germany
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M.J. Turner, The direct stiffness method of structural analysis, Structural and Materials Panel Paper, AGARD Meeting, Aachen, Germany, 1959.
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(1959)
AGARD Meeting
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Turner, M.J.1
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40
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0004674215
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Further development and applications of the stiffness method, AGARD structures and materials panel
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Paris, France, July B.M. Fraeijs de Veubeke, eds.
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M.J. Turner, H.C. Martin and R.C. Weikel, Further development and applications of the stiffness method, AGARD Structures and Materials Panel, Paris, France, July 1962, in: B.M. Fraeijs de Veubeke, eds., AGARDograph 72: Matrix Methods of Structural Analysis(1964) 203-266.
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(1962)
AGARDograph 72: Matrix Methods of Structural Analysis
, pp. 203-266
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Turner, M.J.1
Martin, H.C.2
Weikel, R.C.3
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41
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0042685896
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Center for Aerospace Structures Report, University of Colorado, Boulder, CO, in preparation
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C.A. Felippa, K.C. Park and M.R. Justino F., A free-free flexibility matrix for structural analysis, Center for Aerospace Structures Report, University of Colorado, Boulder, CO, in preparation.
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A Free-free Flexibility Matrix for Structural Analysis
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Felippa, C.A.1
Park, K.C.2
Justino F., M.R.3
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42
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0042184755
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Center for Aerospace Structures, University of Colorado, Report Number CU-CAS-95-23, Boulder, CO, October
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C. Farhat and J. Mandel, The two-level FETI method for static and dynamic plate problems - Part I: An optimal iterative solver for biharmonic systems, Center for Aerospace Structures, University of Colorado, Report Number CU-CAS-95-23, Boulder, CO, October 1995.
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(1995)
The Two-level Feti Method for Static and Dynamic Plate Problems - Part I: An Optimal Iterative Solver for Biharmonic Systems
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Farhat, C.1
Mandel, J.2
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44
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0042685899
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Private communication
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C. Farhat, Private communication, 1997.
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(1997)
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Farhat, C.1
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45
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0041684053
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Center for Aerospace Structures, University of Colorado, Report Number CU-CAS-97-02, Boulder, CO, January
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K.C. Park, The Direct Flexibility Method makes spurious-mode stabilization unnecessary for one-point integrated elements, Center for Aerospace Structures, University of Colorado, Report Number CU-CAS-97-02, Boulder, CO, January 1997.
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(1997)
The Direct Flexibility Method Makes Spurious-mode Stabilization Unnecessary for One-point Integrated Elements
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Park, K.C.1
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