Matrix Methods of Structural Analysis
Matrix-multiplication, inversion, and transposition; Analysis of statically determinate trusses by the method of joints; The displacement method of truss analysis; The displacement method of continuous-beam analysis; Displacement-method analysis of rigid frames without sidesway; Displacement-method analysis of rigid frames with single degree of freedom in sidesway; Displacement-method analysis of rigid frames with multiple degree of freedom in sidesway; The force method of truss analysis; The force method of continuous-beam and rigid-frame analysis; The displacement method of composite-structure analysis; Limit analysis of rigid frames by the displacement method; The displacement method of plane-grid analysis; Direct element method of truss analysis; Direct element method of rigid frame analysis; Direct element method of plane grid analysis; Direct element method of space rigid frame analysis; Truss analysis by method of parts; Rigid frame analysis by method of parts; Tall building frame analysis by triband elimination method.
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AMAX Analyze Appendix applied loads ASAT matrix ASAT(I,J ASAT(N axial deformation axial forces column computer program continuous beam deformation checks deformation matrix degree of freedom Dimension statement direct element method displacement matrix displacement method external joint forces external-force matrix fixed-end moments force method FORMAT 13H0THE MATRIX FORTRAN Program free body freedom in sidesway ft-kips Gauss-Jordan elimination horizontal initial elongations initial point input matrices internal forces inverse IROW joint displacements joint rotations kip-ft2 kips Line Stat loading conditions matrix multiplication member data member stiffness matrix method of truss number of unknown output matrices P-X Diagram pivot plastic hinge PRINT READ redundant rigid frame analysis shown in Fig shown in Table sidesway force Slore Solution square matrix statically determinate statics checks statics matrix structure Subroutine TEMP TEMP2 TEMP3 TEMP4 TEMP5 TEMP6 terminal point total degree total number truss analysis unknown sidesway vertical Vierendeel Truss zero