文件列表:

NONSAP (0, 2014-07-16)
NONSAP\IBM (0, 2014-07-16)
NONSAP\IBM\SOURCE (0, 2014-07-16)
NONSAP\IBM\SOURCE\复件 NONSAP.FOR (840501, 2014-07-16)
NONSAP\IBM\SOURCE\NONSAP.F (758501, 2014-07-16)
NONSAP\IBM\SOURCE\Console1 (0, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1.sln (889, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1.suo (8192, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1 (0, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1\Console1.vfproj (1846, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1\Debug (0, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1\Debug\BuildLog.htm (1324, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1\Debug\addcm_mod.mod (810, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1\Debug\addban_mod.f90 (451, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1\Debug\addma_mod.mod (944, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1\Debug\addcm_mod.f90 (420, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1\Debug\addban_mod.mod (931, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1\Debug\addres_mod.mod (592, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1\Debug\addma_mod.f90 (481, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1\Debug\adddi_mod.mod (929, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1\Debug\addres_mod.f90 (337, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1\Debug\adddi_mod.f90 (447, 2014-07-16)
NONSAP\IBM\SOURCE\Console1\Console1\Console1.u2d (284, 2014-07-16)
NONSAP\IBM\OUTPUT (0, 2014-07-16)
NONSAP\IBM\OUTPUT\NONSAP4.OUT (83700, 2014-07-16)
NONSAP\IBM\OUTPUT\NONSAP2.OUT (212085, 2014-07-16)
NONSAP\IBM\OUTPUT\NONSAP1.OUT (80730, 2014-07-16)
NONSAP\IBM\OUTPUT\NONSAP5.OUT (95985, 2014-07-16)
NONSAP\IBM\OUTPUT\NONSAP3.OUT (92745, 2014-07-16)
NONSAP\IBM\INPUT (0, 2014-07-16)
NONSAP\IBM\INPUT\NONSAP.DAT (21894, 2014-07-16)

Program: NONSAP Title: Static and Dynamic Response of Nonlinear Systems Developer: K.-J. Bathe, E. L. Wilson and R. H. Iding, Department of Civil Engineering, University of California, Berkeley 1974 Category: Nonlinear Structural Platform: CDC,Scope,FTN4 (60 bit single precision); IBM,VM/CMS,Fortran4H (double precision); Fujitsu VP Reference: Bathe, K-J., E. L. Wilson and R. H. Iding, "NONSAP - A Structural Analysis Program for Static and Dynamic Response of Nonlinear Systems," Structural Engineering Lab, Report No. UCB/SESM-74/3, Department of Civil Engineering, University of California, Berkeley, California, February 1974. Bathe, K-J., H. Ozdemir, and E.L. Wilson, "Static and Dynamic Geometric and Material Nonlinear Analysis", Structural Engineering Lab, Report No. UCB/SESM-74/4, Department of Civil Engineering, University of California, Berkeley, California, February 1974. Summary: NONSAP is a finite element structural analysis program for the static and dynamic response of nonlinear systems. The program is an in-core solver. The system response is calculated using an incremental solution of the equation of equilibrium with the Wilson-theta or Newmark time integration scheme. Before the time integration is carried out, the constant structure matrices, namely the linear effective stiffness matrix, the linear stiffness, mass and damping matrices, whichever applicable, and the load vectors are assembled and stored on low speed storage. During the step-by-step solution the linear effective stiffness matrix is updated for the nonlinearities in the system. Therefore, only the nonlinearities are dealt with in the time integration. The structural systems to be analyzed may be composed of the following element types: (a) 3-D truss element; (b) 2-D plane stress and plane strain element; (c) 2-D axisymmetric shell or solid element; and (d) 3-D thick shell element. Nonlinearities may be due to large displacements, large strains, and nonlinear material behavior. The following material descriptions are available: For Truss Elements (a) linear elastic and (b) nonlinear elastic; For 2-D Elements (a) isotropic linear elastic, (b) orthotropic linear elastic, (c) Mooney-Rivlin material, (d) elastic-plastic materials (von Mises or Drucker-Prager yield conditions), (e) variable tangent moduli model, and (f) curve description model (with tension cut-off); and For 3-D Elements (a) isotropic linear elastic and (b) curve description model.

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