First Sentence:
For vibrational analysis, many structures and machines may be idealized as systems having only one free displacement coordinate, or one degree of freedom.
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Key Phrases - Statistically Improbable Phrases (SIPs):
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multidegree systems, dynamic load data, cos cud, sin cud, first trial vector, sweeping matrix, vibrations with viscous damping, discretized continua, cos cult, elasticity coupling, torsional element, ith normal coordinate, undamped response, jth time step, displacement shape functions, flexibility influence coefficients, generic displacements, static deflection curve, equivalent nodal loads, stiffness influence coefficients, flexural element, massless bar, equal time steps, periodic forcing function, harmonic forcing function
Key Phrases - Capitalized Phrases (CAPs):
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New York, Repeat Prob, Englewood Cliffs, Substitution of Eqs, Den Hartog, Mechanical Vibrations, Theory of Sound, Van Nostrand-Reinhold, Problem Set, Cambridge University Press, Comparing Eqs, Matrix Analysis of Framed Structures, Mechanics of Materials, Repeat Example, Solve Prob
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