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09¿ù 05ÀÏ : Introduction
8. Distributed-Parameter Systems: Exact Solutions
8.1 discrete & distributed systems. transverse vibration of strings
09¿ù 07ÀÏ : 8.4a free vibration of a string. the differential eigenvalue problem
8.5a orthogonality of modes of string vibration. expansion theorem
6. Elements of Analytical Dynamics (summary)
09¿ù 14ÀÏ : 8.2 derivation by the extended Hamilton's principle
8.A axial vibration of rods
8.B torsional vibration of circular shafts
09¿ù 21ÀÏ : 8.3 bending vibration of beams
8.4b free vibration of a beam in bending
8.5b orthogonality of modes of beam vibration. expansion theorem
09¿ù 28ÀÏ : <axial vibration of a thin rod with a lumped mass>
8.6a systems with lumped masses at the boundaries
8.7a eigenvalue problem, expansion theorem
<bending vibration of a cantilever beam with a lumped mass>
8.6b systems with lumped masses at the boundaries
8.7b eigenvalue problem, expansion theorem
8.8 Rayleigh's quotient
10¿ù 05ÀÏ : 8.9 response to initial excitation
8.10 response to external excitation
8.11 systems with external forces at boundaries
10¿ù 12ÀÏ : 8.C vibration of uniform membranes
8.D vibration of uniform plates
10¿ù 19ÀÏ : Midterm Exam. (Chapter 8)
10¿ù 26ÀÏ : 9. Distributed-Parameter Systems. Approximate Methods
9.1 discretization by lumping
9.2 lumped-parameter method using influence coefficients
11¿ù 02ÀÏ : 9.3 Holzer's method for torsional vibration
9.4 Myklestad's method for bending vibration
11¿ù 09ÀÏ : 9.A general formulation of the eigenvalue problem
9.5 Rayleigh's principle
9.6 the Rayleigh-Ritz method
11¿ù 16ÀÏ : (9.6 the Rayleigh-Ritz method) Examples
9.7 an enhanced Rayleigh-Ritz method
9.8 the assumed-modes method. system response
11¿ù 23ÀÏ : 9.9 Galerkin's method
9.10 the collocation method
10. The Finite Element Method
10.0 introduction
10.1 FEM as a Rayleigh-Ritz method
10.2 strings, rods, and shafts
11¿ù 30ÀÏ : 10.6 finite element modeling of trusses
10.3 higher-degree interpolation functions
10.4 beams in bending vibration
10.7 finite element modeling of frames
10.8 system response by the FEM
12¿ù 07ÀÏ : 10.A nondimensional natural coordinates [°ÀdzëÆ®]
10.B two-dimensional finite elements
10.C FEM applications
12¿ù 14ÀÏ : Final Exam. (Chapters 9 & 10)