Linear Structural Analysis: An Introduction to the Influence Coefficient Method Applied to Statically Indeterminate Structures |
Contents
Strain energy density and total strain energy | 5 |
INFLUENCE COEFFICIENTS | 12 |
Symmetry and antisymmetry | 19 |
Copyright | |
22 other sections not shown
Common terms and phrases
A-¹B analytical check applied load arbitrary constants axis bending bending moment calculation centre Chapter column matrix completely stiff computation Consider contragredience coordinate deflexion deformations determinate diagonal matrix direct force due to unit effect elastic equal example expression F₁ flexibility matrix flexural H'Fn hinge influence coefficients Input integral ith member L₁ leading diagonal linear m₁ M₂ matrix F matrix inversion method nodes null matrix obtained pin-jointed frame plane frame portal portal frame premultiplying principal axes R₂ relation release system released structure ring R₁ rotation scale factor shear force shown in Figure Simpson's rule solution space frame statical indeter statical indeterminacy statically indeterminate structure strain energy stress resultant distribution structural analysis structural problem structure Figure symmetrical matrix temperature theorem tion transformation matrix transpose triangular u₁ unit diagrams unit load unsymmetrical whilst write written zero ΕΙ