Partial List of Errata (Updated March 17, 2009) Theory of Vibration with Applications, Thomson, W. T., and Dahleh, M. D., 5th. Ed., Prentice-Hall, 1998. (First printing) p. xii Third para., line 6 “Polinomial” should read “Polynomial”. p. xii Third para., line 7 “Diogonalization” should read “Diagonalization”. p. 9 First para., line 6 “Fig. 1.2.1.” should read “Fig. 1.2.1 if the ratios of the natural frequencies are rational numbers. p. 9 Equation (1.2.1) The notation used in this equation is unconventional. Replace the equation with: x t a0 a1 cos t a 2 cos 2 t 2 b1 sin t b2 sin 2 t where 2 . p. 9 Two lines immediately following above Eq. (1.2.1) Replace “ n ” with “ n ”, and “ m ” with “ m ”. p. 9 Equation (1.2.2) to Equation (1.2.8) Replace in all cited equations “ n ” with “ n ”, and “ m ” with “ m ”. p. 11 First para., line 1 Replace “ n ” with “ n ”. p. 18 Example 2.2.1 “f” should read “ f n ”. p. 19 Example 2.2.3, line 3 “polar” should read “mass”. p. 20 Line 1 “polar” should read “mass”. p. 20 Example 2.2.4, line 2 “spring forces” should read “initial compressive spring forces”. 1 p. 20 Example 2.2.4, line 3 of Solution A clockwise arrow with a + sign should precede the summation sign. p. 22 Example 2.3.2, line 3 r R should read r R . p. 22 Example 2.3.2, line 3 of Solution “rotational” should read “absolute rotational”. p. 23 Example 2.4.1, line 1 “mass of the spring” should read “uniformly distributed total mass of the spring, ms ,”. p. 24 Example 2.4.2, line 1 “beam of total” should read “beam of uniformly distributed total”. p. 24 Example 2.4.2, Figure 2.4.2 Add a vertical downward arrow to the left of M, starting from the horizontal line and ending at the beam, and label it y. Add a vertical downward arrow to the right of the beam, starting from the horizontal line and ending at the same level as the bottom of M, and label it y M . Change y max in the equations to y M . p. 24 Example 2.3.2, line 4 of Solution Remove the word “maximum”. p. 24 Example 2.3.2, line 5 of Solution Tmax should read Tadd . p. 29 Mid-page para., line 1 “along the horizontal axis” should read “as a parameter”. p. 31 Sect. 2.7, line 1 “in a” should read “in an underdamped”. p. 33 Example 2.7.2, line 2 of Solution x n 1 x e should read n 1 e . xn xn p. 36 Item 11, figure y should label a downward arrow from horizontal line to beam. p. 36 Item 11, right column yx Pbx 2 l x 2 b 2 should read 6 EIl y x Pbx 2 l x 2 b 2 for 0 x a . 6 EIl 2 p. 41 Fig. P2.22 k2 should read k . p. 44 Prob. 2.38, line 3 Prob. 2.40, line 2 Prob. 2.41, line 2 Prob. 2.42, line 2 Remove the word “natural”. Remove the word “natural”. Remove the word “natural”. Remove the word “natural”. p. 49 First para., line 1 “is forced” should read “tends”. p. 50 Figure 3.1.2. The horizontal “Reference” line is missing. The arrow for should be directed from vector F0 to vector X. p. 53 Middle of page After “ H depends only on”, insert “the stiffness k, ”. p. 53 Eq. (3.1.17) “ H ” should read “ kH ”. p. 64 Eq. (3.5.8) This equation should read: p. 64 Next to last line Drop the absolute value sign for X Y . p. 65 Figure 3.5.2 Drop the absolute value sign for X Y . p.65 Second para., line 1 Drop the absolute value sign for X Y . p. 66 Figure 3.6.1 Arrow for should be directed clockwise. p. 66 First line “transmitted” should read “amplitudes of the transmitted”. p. 66 First two equations Remove absolute value signs. p. 66 Last two equations Enclose expressions within absolute value signs. p. 71 Example 3.8.1 Limits of first integral should be –X and X. p. 72 In Solution Fourth equation should read: 3 X Y k 2 c 2 k m c 2 2 2 2 X 4F F d F0 k m 2 2 k 2 0 2 4F 1 d F0 2 2 1 n p. 74 Sect. 3.10, title “OR” should read “OF”. p. 74 Second para., line 1 “ xres ” should read “ X res ”. p. 74 Second para., line 3 “referred to” should read “referred to, when 1 ,”. p. 75 Figure 3.10.1 “ p. 75 Figure 3.10.1 Horizontal dimension “ 2 ” should read “2 n ”. p. 75 Line before Eq. (3.10.4) “Q” should read “Q, known as quality factor,” p. 75 Line after Eq. (3.10.4) Insert before “Here …” the following: “It can be shown, from examining power dissipation, that Eq. (3.10.4) is valid for all values of ." p. 75 Space below Eq. (3.10.5) Section “3.11 RESPONSE TO PERIODIC FORCES” from the 1981, 2nd Ed., belongs here! Why this section was removed after the 2nd Edition is incomprehensible, especially since all editions treat Fourier series in Chapter 1. The corrections listed above for pages 9 and 11 apply to this section as well, i.e., replace “ 1 ” with “ ”, and “ n ” with “ n ”. p. 77 Figure 3.11.2 Drop the absolute value sign for Z Y . p. 81 Example 3.11 Add to problem statement: “Assume n 0.2 .” p. 89 First para., line 3 Add after the word “produced” the following: “when damping is present.” X X ” should read “ ”. X0 F0 k Change “Such” to “such” and add before it the following: “For an undamped system,” p. 95 First line below Eq. (4.3.1a) Replace “forced vibration” with “forced vibration, which is known as the zero-state response,” 4 p. 95 Second line below Eq. (4.3.1a) Replace “initial conditions” with “initial conditions, which is known as the zero-input response.” p. 95 Eqs. (4.3.1c) and (4.3.1d) Replace “z(s)” with “Z(s)”. p. 96 Line below x(t ) equation “ 2 ” should read “ n2 ”. p. 98 Line below Eq. (4.4.4) 1 1 ” t .” should read “ t , if t1 .” 2 2 2 p. 99 Line below Eq. (4.4.10) “with” should read “with an identical term added but with”. p. 99 Eq. (4.4.11) Replace “ t ” in the sine and cosine terms with “ t ”. p. 103 Line above Eq. (4.5.4) “Eq. (4.4.6)” should read “Eq. (4.4.10)”. p. 104 Line below Fig. 4.5.6 “Eq. (4.4.6)” should read “Eq. (4.4.12)”. p. 119 Figure P4.12 Bottom formula should have a minus sign in front it. p. 128 3rd & 5th lines from bottom Remove “(x)” from the “ ’s”. p. 133 Figure 5.2.1 “ 2 ” should read “ 2 b ”. p. 144 Middle of page “two natural frequencies exist” should read “two natural frequencies 1 and 2 exist. p. 145 Figure 5.6.3 Title should read “Natural frequencies 1 (lower branch) and 2 (upper branch) vs. m2 m1 .” p. 156 Figure P5.29 Add “t” to “ sin t ”. p. 178 Orthonormal modes The nomenclature used here by the author is unconventional. When a natural mode or mode shape is normalized, it gets the name “normal mode.” This is true whether the mode is normalized by setting one element of the eigenvector equal to unity, or by adjusting the elements of the eigenvector so that the “generalized mass” equals unity. Normal modes are always orthogonal for distinct eigenvalues, and they can be orthogonalized for repeated eigenvalues. Therefore, the term “ortho” before “normal” is really unnecessary. p. 180 Example 6.7.1 The matrix equation for P T MP has a scalar multiplier m missing from the mass matrix, and in the result that follows. 5 1 ~ The matrix equation for P has a scalar multiplier m missing from both matrices. p. 181 Top of page The matrix equation for PT KP has a scalar multiplier k m missing from the triple matrix product, and the result. p. 182 Example 6.8.2 The matrix equations for M 1 and M 2 have a scalar multiplier m missing from the mass matrix, and in the results that follow. 1 ~ The matrix equation for P has a scalar multiplier m missing. p. 184 Entire page The definition of x here is confusing. The symbol x is used in two different ways. One definition of x is as a position coordinate measured upward along the building starting from the base. In this case xi identifies the location of the ith floor. Another way xi is used here is to define the transverse displacement of the ith floor. It would have been better if the author had used ui for this latter purpose. In keeping with the notation on p. 179, Eq. (6.7.1), the vector in Fig. 6.10.1 containing the list of x’s should have a superscript (1) instead of a subscript 1. p. 185 5th line “(p(x)f(t)” should read “p(x)f(t)”. p. 185 Equation (6.10.6) “P” should read “p”. p. 187 Top of page Add “ 12 q1 ” to the expression on the left-hand side. p. 467 Eq. (B.14) “ C1 ” should read “ C12 ”. p. 468 Item (18) Add “ 1 ” to the right of inverse function. p. 507 2.56 “2/3” should read “4/9”. 6