Numerical and Matrix Methods in Structural Mechanics: With Applications to Computers |
Contents
Partial Difference Equation Problems | 50 |
Numerical Integration | 91 |
Relaxation Methods in Structural Mechanics | 127 |
Copyright | |
8 other sections not shown
Common terms and phrases
absolute stiffness axes axial deformations axial forces characteristic vector coefficients column matrix Compute concentrated load defined deflections diagonal diagonal matrix displacement transformation matrix eigenvalue elastic elements equal equations example external loads FACTOR OF SAFETY finite difference fixed end moments flexibility matrix force method force transformation matrix FORMAT FORTRAN ft-kips function IMAX independent nodal displacements inertia inverse JMAX joint kips linear m₁ M₂ member deformations member forces members meeting moment of inertia nodal forces nodal point nodal point displacements nodes numerical integration obtained P₁ P₂ pin-connected pivotal points plane structure primary structure PUNCH R₁ R₂ reaction READ redundant forces relaxation rigid frame rotation shear shown in Fig simply supported solve SPAN square matrix statement statically determinate structure statically indeterminate truss stiffness matrix stresses SUBROUTINE symmetrical matrix t₁ Table transpose triangular matrix values vibration Y₁ Y₂ Yn+1 zero ΕΙ ду дх
References to this book
Reinforced Concrete Designer's Handbook, Tenth Edition C.E. Reynolds,J. Steedman No preview available - 1988 |