Page 29 - Singiresu S. Rao-Mechanical Vibrations in SI Units, Global Edition-Pearson (2017)
P. 29

26     LISt oF SyMBoLS

                Symbol               Meaning                                   SI Units

                x p                  particular part of x(t)                   m
                 >
                x                    vector of displacements                   m
                 >
                                            >
                x  i                 value of x  at t = t i                    m
                 >                          >
                x  ª                 value of x  ª  at t = t i                 m/s
                 i
                 >                          >                                     2
                x  ¶                 value of x  ¶  at t = t i                 m/s
                 i
                 >
                x  1t2               ith mode
                 1i2
                X                    amplitude of x(t)                         m
                X j                  amplitude of x j (t)                      m
                 >
                X    1i2             ith modal vector                          m
                 >
                  1 j2
                X   i                ith component of jth mode                 m
                [X]                  modal matrix                              m
                 >
                X   r                rth approximation to a mode shape
                y                    base displacement                         m
                Y                    amplitude of y(t)                         m
                z                    relative displacement, x – y              m
                Z                    amplitude of z(t)                         m
                Z1iv2                mechanical impedance                      N/m
                a                    angle, constant
                b                    angle, constant
                b                    hysteresis damping constant
                g                    specific weight                           N/m 3
                d                    logarithmic decrement
                d 1 , d 2 , c        deflections                               m
                d st                 static deflection                         m
                d ij                 Kronecker delta
                ∆                    determinant
                ∆F                   increment in F                            N
                ∆x                   increment in x                            m
                ∆t                   increment in time t                       s
                ∆W                   energy dissipated in a cycle              J
                e                    a small quantity
                e                    strain
                z                    damping ratio
                u                    constant, angular displacement
                u i                  ith angular displacement                  rad
                u 0                  value of u at t = 0                       rad
                #                           #
                u 0                  value of u at t = 0                       rad/s
                ϴ                    amplitude of u1t2                         rad
                ϴ i                  amplitude of u i 1t2                      rad
                                                   2
                l                    eigenvalue = 1>v                          s 2
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