1 Harmonic Analysis. - 1. 1 Steady State. - 1. 2 Multiple Degrees of Freedom. - 1. 3 Modal Analysis and Acceleration. - 2 Finite Elements and Continuum Elements. - 2. 1 Formulation. - 2. 2 Bar Elements. - 2. 3 Beam Elements. - 2. 4 Continuous Mass Model. - 2. 5 Rectangular Plate. - 2. 6 Interaction Between Beams and Plates. - 2. 7 Leung's Theorem. - 2. 8 Simpson's Hypothesis. - 2. 9 Sturm's Theorem. - 2. 10 Wittrick-Williams Algorithm. - 2. 11 Derivatives of the Dynamic Stiffness. - 3 Dynamic Substructures. - 3. 1 Exact Dynamic Condensation. - 3. 2 Dynamic Substructures. - 3. 3 Dynamic Flexibility. - 3. 4 Dynamic Transformation. - 3. 5 Damped Substructures. - 3. 6 Multilevel Substructures. - 3. 7 Non-conservative Substructures. - 3. 8 Substructure Response. - 3. 9 Periodic Structures. - 3. 10 Derivatives of Substructure. - 4 Dynamic Stiffness. - 4. 1 Follower Force. - 4. 2 Parametrically Excited Members. - 4. 3 Effects of In-Plane Moment. - 4. 4 Reponse Analysis. - 4. 5 Non-conservative Modal Analysis. - 4. 6 Exponentially Varying Harmonic Excitations. - 5 General Formulation. - 5. 1 Initial Stress Formulation. - 5. 2 Finite Element Method. - 5. 3 Dynamic Stiffness Method. - 5. 4 Thin-Walled Beam. - 5. 5 Shear Deformable Thin-Walled Beam. - 5. 6 Analytical Dynamic Stiffness. - 5. 7 Curved Thin-Walled Beam. - 5. 8 Helix. - 5. 9 Curvature Effect. - 5. 10 Extensions. - 5. 11 Symmetry of the Dynamic Stiffness Matrix. Language: English