AAAAAA

   
Results: 1-13 |
Results: 13
THE CONSTRUCTION OF FREE-FREE FLEXIBILITY MATRICES AS GENERALIZED STIFFNESS INVERSES
Authors: FELIPPA CA PARK KC JUSTINO MR
Citation: Ca. Felippa et al., THE CONSTRUCTION OF FREE-FREE FLEXIBILITY MATRICES AS GENERALIZED STIFFNESS INVERSES, Computers & structures, 68(4), 1998, pp. 411-418
A VARIATIONAL FRAMEWORK FOR SOLUTION METHOD DEVELOPMENTS IN STRUCTURAL MECHANICS
Authors: PARK KC FELIPPA CA
Citation: Kc. Park et Ca. Felippa, A VARIATIONAL FRAMEWORK FOR SOLUTION METHOD DEVELOPMENTS IN STRUCTURAL MECHANICS, Journal of applied mechanics, 65(1), 1998, pp. 242-249
PARAMETRIZED VARIATIONAL-PRINCIPLES IN DYNAMICS APPLIED TO THE OPTIMIZATION OF DYNAMIC-MODELS OF PLATES
Authors: CASTRO FJB MILITELLO C FELIPPA CA
Citation: Fjb. Castro et al., PARAMETRIZED VARIATIONAL-PRINCIPLES IN DYNAMICS APPLIED TO THE OPTIMIZATION OF DYNAMIC-MODELS OF PLATES, Computational mechanics, 20(4), 1997, pp. 285-294
A DIRECT FLEXIBILITY METHOD
Authors: FELIPPA CA PARK KC
Citation: Ca. Felippa et Kc. Park, A DIRECT FLEXIBILITY METHOD, Computer methods in applied mechanics and engineering, 149(1-4), 1997, pp. 319-337
AN ALGEBRAICALLY PARTITIONED FETI METHOD FOR PARALLEL STRUCTURAL-ANALYSIS - ALGORITHM DESCRIPTION
Authors: PARK KC JUSTINO MR FELIPPA CA
Citation: Kc. Park et al., AN ALGEBRAICALLY PARTITIONED FETI METHOD FOR PARALLEL STRUCTURAL-ANALYSIS - ALGORITHM DESCRIPTION, International journal for numerical methods in engineering, 40(15), 1997, pp. 2717-2737
AN ALGEBRAICALLY PARTITIONED FETI METHOD FOR PARALLEL STRUCTURAL-ANALYSIS - PERFORMANCE EVALUATION
Authors: JUSTINO MR PARK KC FELIPPA CA
Citation: Mr. Justino et al., AN ALGEBRAICALLY PARTITIONED FETI METHOD FOR PARALLEL STRUCTURAL-ANALYSIS - PERFORMANCE EVALUATION, International journal for numerical methods in engineering, 40(15), 1997, pp. 2739-2758
RECENT DEVELOPMENTS IN PARAMETRIZED VARIATIONAL-PRINCIPLES FOR MECHANICS
Authors: FELIPPA CA
Citation: Ca. Felippa, RECENT DEVELOPMENTS IN PARAMETRIZED VARIATIONAL-PRINCIPLES FOR MECHANICS, Computational mechanics, 18(3), 1996, pp. 159-174
PARAMETRIC UNIFICATION OF MATRIX STRUCTURAL-ANALYSIS - CLASSICAL FORMULATION AND D-CONNECTED MIXED ELEMENTS
Authors: FELIPPA CA
Citation: Ca. Felippa, PARAMETRIC UNIFICATION OF MATRIX STRUCTURAL-ANALYSIS - CLASSICAL FORMULATION AND D-CONNECTED MIXED ELEMENTS, Finite elements in analysis and design, 21(1-2), 1995, pp. 45-74
FROM THE INDIVIDUAL ELEMENT TEST TO FINITE-ELEMENT TEMPLATES - EVOLUTION OF THE PATCH TEST
Authors: FELIPPA CA HAUGEN B MILITELLO C
Citation: Ca. Felippa et al., FROM THE INDIVIDUAL ELEMENT TEST TO FINITE-ELEMENT TEMPLATES - EVOLUTION OF THE PATCH TEST, International journal for numerical methods in engineering, 38(2), 1995, pp. 199-229
A SURVEY OF PARAMETRIZED VARIATIONAL-PRINCIPLES AND APPLICATIONS TO COMPUTATIONAL MECHANICS
Authors: FELIPPA CA
Citation: Ca. Felippa, A SURVEY OF PARAMETRIZED VARIATIONAL-PRINCIPLES AND APPLICATIONS TO COMPUTATIONAL MECHANICS, Computer methods in applied mechanics and engineering, 113(1-2), 1994, pp. 109-139
VARIATIONAL-METHODS FOR THE SOLUTION OF PROBLEMS OF EQUILIBRIUM AND VIBRATIONS (REPRINTED FROM BULL AM MATH SOC, VOL 49, PG 1, 1943)
Authors: FELIPPA CA
Citation: Ca. Felippa, VARIATIONAL-METHODS FOR THE SOLUTION OF PROBLEMS OF EQUILIBRIUM AND VIBRATIONS (REPRINTED FROM BULL AM MATH SOC, VOL 49, PG 1, 1943), International journal for numerical methods in engineering, 37(13), 1994, pp. 2159
COMPARISON OF STRAIN RECOVERY TECHNIQUES FOR THE MIXED ITERATIVE METHOD
Authors: CERVENKA J KEATING SC FELIPPA CA
Citation: J. Cervenka et al., COMPARISON OF STRAIN RECOVERY TECHNIQUES FOR THE MIXED ITERATIVE METHOD, Communications in numerical methods in engineering, 9(11), 1993, pp. 925-932
A 3-DIMENSIONAL NONLINEAR TIMOSHENKO BEAM BASED ON THE CORE-CONGRUENTIAL FORMULATION
Authors: CRIVELLI LA FELIPPA CA
Citation: La. Crivelli et Ca. Felippa, A 3-DIMENSIONAL NONLINEAR TIMOSHENKO BEAM BASED ON THE CORE-CONGRUENTIAL FORMULATION, International journal for numerical methods in engineering, 36(21), 1993, pp. 3647-3673
Risultati: 1-13 |