Numerical and Matrix Methods in Structural Mechanics: With Applications to Computers |
Contents
Finite Difference Method in Structural Mechanics | 1 |
Partial Difference Equation Problems | 50 |
Numerical Integration | 91 |
Copyright | |
7 other sections not shown
Common terms and phrases
arch axes axial deformations axial forces axis boundary conditions characteristic vector coefficients column matrix Compute concentrated load defined deflections diagonal diagonal matrix DIMENSION direction displacement transformation matrix distributed load eigenvalues elastic elements equal example expression external loads Əy² FACTOR OF SAFETY fixed end moments flexibility matrix force method force transformation matrix FORMAT FORTRAN FORTRAN IV ft-kips function horizontal IMAX inertia inverse JMAX joint kips linear m₁ m₂ member deformations member forces members meeting moment of inertia nodal point nodes numerical integration obtained pin-connected pivotal points primary structure procedure PUNCH R₁ R₂ reaction READ redundant forces rigid frame rotation shear shown in Fig simply supported Simpson's rule solve SPAN statically determinate structure statically indeterminate statically indeterminate truss stiffness matrix stresses subprogram SUBROUTINE symmetrical matrix t₁ Table values variable vibration Y₁ Y₂ Yn+1 zero ΕΙ
References to this book
Reinforced Concrete Designer's Handbook, Tenth Edition C.E. Reynolds,J. Steedman No preview available - 1988 |