![Chapter-1
pp 36, Exercise Problem 1.10:
(i) (for Exercise problem 1.4) should be (for Exercise problem 1.7)
(ii) “in terms of PGA for 10% probability of exceedance” should be “in terms of PGA for 10% probability
of exceedance in 1year”.
Fig. 1.24/1.26, P[R=r] should be P[M=m]](https://image.slidesharecdn.com/seismicanalysisofstructureserratabytkdatta-130620030712-phpapp01/85/Errata-of-Seismic-analysis-of-structures-by-T-K-Datta-1-320.jpg)
![Chapter -2
pp 48, Last two lines,
( )
132
335
31 0.02
rads
π −
=
×
should be
( )
132
157.07
32 0.02
rads
π −
=
×
and
12
9.81d rads
T
π
ω −
= =
pp 49, 2 lines above section 2.4, …..the outputs from the FFT of MATLAB are divided by N/2 should be
replaced by inputs i.e., xr for FFT in MATLAB are divided by N/2
pp 63, remove [6]
pp 68, 2nd
line, O should be D
pp 79, Equation 2.43, PHA in cms-1
should be in cms-2
pp 81, Equation 2.54, PGA in cms-1
should be in cms-2
pp 89, Example 2.11, (i) Kanai and Tajimi (Equation 2.73 should be 2.72)
(ii) Clough and Penzien (Equation 2.75 should be 2.74)
(iii) given by Equations 2.70, 2.71, 2.73 and 2.76 should be 2.70, 2.71, 2.72 and 2.74
pp 91, Equation 2.83,
( )2c t t
e −
should be
( )2c t t
e− −
pp 92, Equation 2.92, (i) terms within exp should be with negative sign
(ii) 0 1.09ω = should be 0 1.09f =
pp 95, Exercise problem 2.18, Equation 2.69 should be 2.66
Figure 2.45 should be 2.46
Exercise problem 2.19, Equation 2.75 should be 2.74
Exercise problem 2.20, Equation 2.75 should be 2.74
Equation 2.94 should be 2.93
Equation 2.93 should be 2.92
Equation 2.95 should be 2.94
Exercise problem 2.21, Equations 2.84, 2.85 and 2.87 should be 2.83, 2.84 and 2.86 respectively.](https://image.slidesharecdn.com/seismicanalysisofstructureserratabytkdatta-130620030712-phpapp01/85/Errata-of-Seismic-analysis-of-structures-by-T-K-Datta-2-320.jpg)
![Chapter-4
pp 172, Figure 4.1, t, t1 should be changed to t1, t2 respectively and within the gap τ should be shown
pp 173, 1st
line, sample s should be samples and equation should be corrected as
( ) ( )
22
0
1
T
xi i ix t x t dt
T
σ = −⎡ ⎤⎣ ⎦∫
pp 175, 0 1
2
Nk = −
pp 178, 4th
para, 8th
line: 0
225φ ≠ , but 0
180
pp 179, 2nd
line of Equation 4.29 should be omitted
pp180, after equation 4.32b, [ ]1 2a a=a
pp 183, 3rd
line from bottom, xgS should be gxS
pp 184, Equation 4.68 should be ( )
T
XXX
S i Sω
∗
= and Equation 4.69a should be ( )
T
X XS Sω
∗
= −
pp 184, below Equation 4.69a, the line should be replaced by; As XS is a complex matrix with diagonal
terms as real quantities, it is found that
pp 186, Equation 4.76 should be g gx x xS HMIS= −
pp 187, just above section 4.9.2, 0.0154 should be 0.0154m
pp 188, just above the last equation, Equation 2.93 should be replaced by Equation 2.93 (with c=1)
pp 189, Example 4.3, 3
16 10.49
10.49 129
EI
K
L
⎡ ⎤
= ⎢ ⎥
⎣ ⎦
;
0.2926 0.4074
0.654 0.1389
r
⎡ ⎤
= ⎢ ⎥−⎣ ⎦
the rms responses are to be corrected as: DOF(4)=0.0237m DOF(5)=0.00081m for partially
correlated; DOF(4)=0.0332m DOF(5)=0 for fully correlated
The figure 4.14a should be removed; caption of the figure should be changed accordingly
pp 191, 1st
line Equation 4.36 should be replaced by Equation 4.37
pp 191, add after Equation 4.83; if xgS is a complex matrix, then g g
T
xx x xS S ∗
=
pp 193, Section 4.10, 3rd
line, Figure 4.7 should be Figure 3.7
pp 193, Section 4.10, all θ, x, δ should be in bold
pp 196, Equation 4.98, *i
i jh h should be *
i jh h
pp 197, 2nd
line, Equation 2.93 should be Equation 2.93 (with c=1)
pp 197, below r, add the following;](https://image.slidesharecdn.com/seismicanalysisofstructureserratabytkdatta-130620030712-phpapp01/85/Errata-of-Seismic-analysis-of-structures-by-T-K-Datta-6-320.jpg)
![Chapter-7
pp 277, last para, 2nd
line, creast should be crust
pp 294, 2nd
para, 3rd
line, ( )
T
I gV u− should be ( )
T
I gV Iu−
pp 295, Section 7.5.2, 1st
line, soil-structure foundation should be soil-structure-foundation
pp 298, 5th
line, flooring should be footing
pp 300, Figure 7.30, ( )v t should be ( )u t
pp 301, Equation 7.50, should be ( )
( )
( )
b
d
b
V v
M
ω
ω
θ ω
⎧ ⎫⎡ ⎤ ⎪ ⎪
− = ⎨ ⎬⎢ ⎥
⎪ ⎪⎣ ⎦ ⎩ ⎭
G
pp 315, Equation 7.77,
1
2
imω should be
1
2
i imω
pp 320, Section 7.6.3, 1st
line, Figure 7.46 should be 7.47
pp 320; Example 7.9: First line should read as: It is assumed that a building frame is pile founded
in soft soil…(of Exercise 7.5 should be omitted)
pp 322: first line; Exercise 7.4 should be Example 7.4
pp 325: Example 7.10, solution, s s uC V S rlρ= should be replaced by s s uC V S rlρ=
pp 330, Example 7.11, 4th
line, ξ for the pipe = 2% (not 5%)
pp 331, 1st
line, should read as, Stiffness and mass matrices for the structure, shown in Figure
7.57, are obtained as
pp 331, in matrix [ ]l
K , 3rd
element of 6th
row should be
2
l
− (not 0); 4th
element of 7th
row
should be
2
l
− (not 0);
In lK matrix, 4th
diagonals value should be 19.75 (not 23.17);
In aK matrix, 2nd
3rd
and 4th
diagonal values should be 60 (not 6);
Note: For all exercise problems, take 5%ξ = for both soil and structure wherever these material
damping are not mentioned.](https://image.slidesharecdn.com/seismicanalysisofstructureserratabytkdatta-130620030712-phpapp01/85/Errata-of-Seismic-analysis-of-structures-by-T-K-Datta-10-320.jpg)
Errata of Seismic analysis of structures by T.K. Datta
- 1. Chapter-1 pp 36, Exercise Problem 1.10: (i) (for Exercise problem 1.4) should be (for Exercise problem 1.7) (ii) “in terms of PGA for 10% probability of exceedance” should be “in terms of PGA for 10% probability of exceedance in 1year”. Fig. 1.24/1.26, P[R=r] should be P[M=m]
- 2. Chapter -2 pp 48, Last two lines, ( ) 132 335 31 0.02 rads π − = × should be ( ) 132 157.07 32 0.02 rads π − = × and 12 9.81d rads T π ω − = = pp 49, 2 lines above section 2.4, …..the outputs from the FFT of MATLAB are divided by N/2 should be replaced by inputs i.e., xr for FFT in MATLAB are divided by N/2 pp 63, remove [6] pp 68, 2nd line, O should be D pp 79, Equation 2.43, PHA in cms-1 should be in cms-2 pp 81, Equation 2.54, PGA in cms-1 should be in cms-2 pp 89, Example 2.11, (i) Kanai and Tajimi (Equation 2.73 should be 2.72) (ii) Clough and Penzien (Equation 2.75 should be 2.74) (iii) given by Equations 2.70, 2.71, 2.73 and 2.76 should be 2.70, 2.71, 2.72 and 2.74 pp 91, Equation 2.83, ( )2c t t e − should be ( )2c t t e− − pp 92, Equation 2.92, (i) terms within exp should be with negative sign (ii) 0 1.09ω = should be 0 1.09f = pp 95, Exercise problem 2.18, Equation 2.69 should be 2.66 Figure 2.45 should be 2.46 Exercise problem 2.19, Equation 2.75 should be 2.74 Exercise problem 2.20, Equation 2.75 should be 2.74 Equation 2.94 should be 2.93 Equation 2.93 should be 2.92 Equation 2.95 should be 2.94 Exercise problem 2.21, Equations 2.84, 2.85 and 2.87 should be 2.83, 2.84 and 2.86 respectively.
- 3. Chapter-3 pp 100, 3.2.2 subheading, “Absolute motion” should be “Absolute motions” pp 101, Equation 3.5b, k and c should be k m and c m respectively. pp 104, Just above Example 3.2, u1 and u2 should be u1 and v1 pp 108, 2nd para, 2nd line, “the other two DOF locked” should be “the other DOF locked” pp110, Equation 3.16, r should be placed after Mss, CSS etc. pp110, Equation 3.19, r should be placed after Mss pp 111, Example 3.4, 38.4 12 0 12 48 12 3.6 0 12 38.4 rr EI K L ⎡ ⎤ ⎢ ⎥= ⎢ ⎥ ⎢ ⎥⎣ ⎦ ; 1 0.102 0.028 0.009 0.028 0.039 0.028 0.009 0.028 0.102 rr L K EI − −⎡ ⎤ ⎢ ⎥= − −⎢ ⎥ ⎢ ⎥−⎣ ⎦ Second part of uuK matrix changes to 3 8 5.33 8 4 5.33 52 5.33 6.33 8 5.33 8 4 4 6.33 4 3.69 EI L − −⎡ ⎤ ⎢ ⎥−⎢ ⎥ ⎢ ⎥− − ⎢ ⎥ −⎣ ⎦ 3 16.03 10.68 10.68 129.5 us EI K L ⎡ ⎤ = ⎢ ⎥ ⎣ ⎦ 3 4 8 5.33 22.3 usg EI K L − −⎡ ⎤ = ⎢ ⎥−⎣ ⎦ 1 0.661 0.0054 4 8 0.2926 0.4074 0.0054 0.0082 5.33 22.3 0.654 0.1389 us usgr K K− − − −⎡ ⎤ ⎡ ⎤ ⎡ ⎤ = − =⎢ ⎥ ⎢ ⎥ ⎢ ⎥− − −⎣ ⎦ ⎣ ⎦ ⎣ ⎦ pp.113, Example 3.5, 41K should be 2 1 3 cos 2 AE l θ− ; 71 0K ≠ , but 2 1 cos 2 AE l θ= − ; 42 0K ≠ , but = 71K pp 115, Example 3.6, A matrix, 4th diagonal term should be 0.1025ρ− pp.115, r matrix is changed to 0.781 0.003 0.002 0.218 0.218 0.002 0.003 0.781 0.147 0.0009 0.0009 0.147 r − − −⎡ ⎤ ⎢ ⎥= − − − −⎢ ⎥ ⎢ ⎥− −⎣ ⎦ pp 123, Equation 3.79, e-i should be ei pp 123, 2nd line after Eqn 3.79, r=1----N and k=1----N should be r = 0-----N-1 and k = 0----N-1
- 4. pp 123, 2nd paragraph, 6th line, 2 Tπ should be ( )2 T tπ + Δ pp 123, 2nd paragraph, 7th line, ( )2 1i Nω = −⎡ ⎤⎣ ⎦ should be ( ) 2i Nω ω= Δ pp 123, after Eqn 3.80, 1st line, j=1---- 2N should be j = 0--- 2N pp 123, last line, (r=1----N) should be (r = 0----N-1) pp 124, first line, 2N should be 2 1N + pp 124, 2nd line, ( )2 1 2N Tπ−⎡ ⎤⎣ ⎦ should be ( )N T tπ + Δ pp 124, 3rd line, j ( )0 2 1to N= − should be 0 2to N pp 124, 4th line, ( )0 2 1j to Nω ω= − Δ should be ( )0 2to N ωΔ pp 124, 5th line, ( )0 2 1j N= − should be 0 2j N= pp 124, 6th line, 2j N= should be 2 1j N= + pp 124, 7th line, 1j N= − and j = 0 should be j = N and j = 1 pp 124, Example 3.7, C1 = 0.97, C2 = 0.0196, C3 = 1.31 x 10-4 , C4 = 6.6 x 10-5 , D1 = -2.93, D2 = 0.946, D3 = 9.69x10-3 , D4 = 9.87x10-3 pp 125, Figure 3.11, u should be replaced be x pp 126, after φ matrix, T eλΔ should be t eλΔ and A T e Δ should be A t e Δ pp 128, Equation 3.91, α should be replaced β pp.131, Example 3.9, 0.2926 0.4074 0.654 0.1389 r ⎡ ⎤ = ⎢ ⎥−⎣ ⎦ ; Figure 3.14b will have 0 ordinates 3 16 10.49 10.49 129 EI K L ⎡ ⎤ = ⎢ ⎥ ⎣ ⎦ pp 135, Values of Matrix A should be multiplied by m pp.138,Example 3.11, 0.781 0.003 0.002 0.218 0.218 0.002 0.003 0.781 0.147 0.0009 0.0009 0.147 r − − −⎡ ⎤ ⎢ ⎥= − − − −⎢ ⎥ ⎢ ⎥− −⎣ ⎦ The peak values of 1z , 2z and 3z (given in the first row of Table 3.4) change to 0.0377m, 0.025m and 0.02m respectively. pp 136, Figure 3.17b, should be replaced by the new Figure given at the end of Errata of Chapter-3 pp 139, 2nd paragraph, 2nd line, after 45 s duration, add (a segment of 35s is shown in the figure)
- 5. pp 142, Equation 3.115, 1 n r ir r i m M φ ρ = = ∑ should be 1 n i r ir r i m M λ φ ρ = = ∑ pp.142, after Equation 3.115 and after “ where “, add ” iλ is defined by Equation 3.114 for single support excitation”. pp 147, Table 3.6, all -0.0001 should be replaced by -0.0015 pp 147, Above Section 3.5.7, 2nd line, time histories of the moment should be replaced by time histories of the shear pp 152, Figure 3.23, black dot showing the mass is missing for the 3rd mass from the left. pp 160, Figure 3.35a, F2 should be changed to F1; 13 1 6 L should be 13 6 L ; a force vector 4F must be shown at the base of right hand column. pp 160-161, all M should be changed to m 0 5 10 15 20 25 30 -0.2 -0.1 0 0.1 0.2 Time (sec) (b) Displacement(m)
- 6. Chapter-4 pp 172, Figure 4.1, t, t1 should be changed to t1, t2 respectively and within the gap τ should be shown pp 173, 1st line, sample s should be samples and equation should be corrected as ( ) ( ) 22 0 1 T xi i ix t x t dt T σ = −⎡ ⎤⎣ ⎦∫ pp 175, 0 1 2 Nk = − pp 178, 4th para, 8th line: 0 225φ ≠ , but 0 180 pp 179, 2nd line of Equation 4.29 should be omitted pp180, after equation 4.32b, [ ]1 2a a=a pp 183, 3rd line from bottom, xgS should be gxS pp 184, Equation 4.68 should be ( ) T XXX S i Sω ∗ = and Equation 4.69a should be ( ) T X XS Sω ∗ = − pp 184, below Equation 4.69a, the line should be replaced by; As XS is a complex matrix with diagonal terms as real quantities, it is found that pp 186, Equation 4.76 should be g gx x xS HMIS= − pp 187, just above section 4.9.2, 0.0154 should be 0.0154m pp 188, just above the last equation, Equation 2.93 should be replaced by Equation 2.93 (with c=1) pp 189, Example 4.3, 3 16 10.49 10.49 129 EI K L ⎡ ⎤ = ⎢ ⎥ ⎣ ⎦ ; 0.2926 0.4074 0.654 0.1389 r ⎡ ⎤ = ⎢ ⎥−⎣ ⎦ the rms responses are to be corrected as: DOF(4)=0.0237m DOF(5)=0.00081m for partially correlated; DOF(4)=0.0332m DOF(5)=0 for fully correlated The figure 4.14a should be removed; caption of the figure should be changed accordingly pp 191, 1st line Equation 4.36 should be replaced by Equation 4.37 pp 191, add after Equation 4.83; if xgS is a complex matrix, then g g T xx x xS S ∗ = pp 193, Section 4.10, 3rd line, Figure 4.7 should be Figure 3.7 pp 193, Section 4.10, all θ, x, δ should be in bold pp 196, Equation 4.98, *i i jh h should be * i jh h pp 197, 2nd line, Equation 2.93 should be Equation 2.93 (with c=1) pp 197, below r, add the following;
- 7. 1 2 3 5 10 15 exp ; exp ; exp 2 2 2 ω ω ω ρ ρ ρ π π π ⎛ ⎞ ⎛ ⎞ ⎛ ⎞ = − = − = −⎜ ⎟ ⎜ ⎟ ⎜ ⎟ ⎝ ⎠ ⎝ ⎠ ⎝ ⎠ 1 2 3 1 1 2 2 1 1 3 2 1 1 1 1 1 gxS ρ ρ ρ ρ ρ ρ ρ ρ ρ ρ ρ ρ ⎡ ⎤ ⎢ ⎥ ⎢ ⎥= ⎢ ⎥ ⎢ ⎥ ⎣ ⎦ gxS pp 197, Example 4.6, rms values of displacement of DOF (1), left tower, and DOF(3, not 2 as printed), centre of the deck should be corrected as 0.0219m and 0.0152m respectively.
- 8. Chapter-5 pp 214, Example 5.3, 1st line, (…. Example 3.9) should be (…. Example 3.1) pp 216, above Equation 5.24a, (foe s=3 and m=3) should be (for s=3 and m=2) Equation 5.24a: 2 21φ β should be 2 12φ β Equation 5.24b should be modified as, { }11 21 31 12 22 32z z z z z z=T z Equation 5.27b, 11 1m mDφ β should be 1 1m m mDφ β and 1m s smDφ β should be m sm smDφ β pp 218, Example 5.4, φ , r should be made bold and Dβφ should be D Τ βφ pp 219, above Example 5.5, (Example 3.10….) should be (Example 3.8….) pp 221, Figure 5.5, Caption (b) SDOF is to…. Should be (b) SDOF to….. pp 222. Example 5.6, For Example 3.5….should be replaced by For Exercise Problem 3.18… pp 225, Equation 5.43, ( )bV∑ should be replaced by ( )biV∑ pp 227, Figure 5.7 is wrong plots of Equations 5.46 and 5.47. The values of hc and A g should be obtained directly from the given Equations (revised Figure 5.7 is given at the end of Errata of Chapter-5) pp 228, In Equation 5.51b, replace U by v; U in Equation 5.51a is defined as a calibration factor. pp 229, In Figure 5.9, top curve is for a vZ Z> ; middle one is for a vZ Z= ; last one is for a vZ Z< . pp 231, (i) Figure 5.11 is drawn for stiff soil (ii) In Figure 5.12, categories 1 and 3 refer to stiff and soft soils respectively. Figure 5.7: Variation of h C and A g with time period T
- 9. Chapter-6 pp 241, Section 6.2.2.3, Equation 6.3, should be Equation 6.8 pp 241, Example 6.1, solution, gxΔ should be = -0.0312 or -0.00312g pp242, Figure 6.3, 0.147m should be 0.0147m pp 242, 6th line from bottom, xΔ should be = -0.00004156 pp 242, 8th line from top, 2xΔ and 2xΔ should be xΔ and xΔ pp 242, last two equations should be replaced by 1 1 1 2 2 0 6.8; 0.000283 t t x e x x t x x gives e x Δ = Δ − Δ + Δ = = − Δ = pp 243, 3rd line, 2 0.00028xΔ = should be replaced by 2 0.000325xΔ = − pp 243, last equation, should be corrected to ( ) 2 1.4435xt tx t t f f k x N+Δ = + Δ = pp 244, Figure 6.5a, all k should be 2 k pp 245, 4th and 5th lines from bottom, k should be 2 k pp 259, Example 6.5, solution, 1st line, 1 and 6 should be 1 and 2 pp 262, step iv 1 1 1 n n i i δ = Δ = Δ∑ ; Step vii BiV Vs 1iΔ pp 273, Exercise problem 6.12, at the end of the problem, add 5%ξ = pp 274, In Figure 6.32, section B is at the left end of the third beam from the bottom
- 10. Chapter-7 pp 277, last para, 2nd line, creast should be crust pp 294, 2nd para, 3rd line, ( ) T I gV u− should be ( ) T I gV Iu− pp 295, Section 7.5.2, 1st line, soil-structure foundation should be soil-structure-foundation pp 298, 5th line, flooring should be footing pp 300, Figure 7.30, ( )v t should be ( )u t pp 301, Equation 7.50, should be ( ) ( ) ( ) b d b V v M ω ω θ ω ⎧ ⎫⎡ ⎤ ⎪ ⎪ − = ⎨ ⎬⎢ ⎥ ⎪ ⎪⎣ ⎦ ⎩ ⎭ G pp 315, Equation 7.77, 1 2 imω should be 1 2 i imω pp 320, Section 7.6.3, 1st line, Figure 7.46 should be 7.47 pp 320; Example 7.9: First line should read as: It is assumed that a building frame is pile founded in soft soil…(of Exercise 7.5 should be omitted) pp 322: first line; Exercise 7.4 should be Example 7.4 pp 325: Example 7.10, solution, s s uC V S rlρ= should be replaced by s s uC V S rlρ= pp 330, Example 7.11, 4th line, ξ for the pipe = 2% (not 5%) pp 331, 1st line, should read as, Stiffness and mass matrices for the structure, shown in Figure 7.57, are obtained as pp 331, in matrix [ ]l K , 3rd element of 6th row should be 2 l − (not 0); 4th element of 7th row should be 2 l − (not 0); In lK matrix, 4th diagonals value should be 19.75 (not 23.17); In aK matrix, 2nd 3rd and 4th diagonal values should be 60 (not 6); Note: For all exercise problems, take 5%ξ = for both soil and structure wherever these material damping are not mentioned.
- 11. Chapter-8 pp 339, Equation 8.14, 2 i jx x ∂ ∂ ∂ G should be i jx x ⎛ ⎞⎛ ⎞∂ ∂ ⎜ ⎟⎜ ⎟⎜ ⎟∂ ∂⎝ ⎠⎝ ⎠ G G pp 340, Equation 8.17, dX should be d ′X pp 341, Equation 8.26, di G xδ ⎛ ⎞∂ ⎜ ⎟ ′⎝ ⎠ should be di G x ⎛ ⎞∂ ⎜ ⎟ ′∂⎝ ⎠ pp 343, last para above Section 8.4.4, add at the end, ….space at the design point. pp 344, Equation 8.35, denominator fP should be fP pp 352, 357, Examples 8.3, 8.5: Damping of the structure ξ should be taken as 5% pp 360, Below Table 8.7, ( )( )8 11∑ means multiplication of values of columns 8 and 11 of Table 8.7 etc. pp 360, in Table 8.7, P1, P2, P3 should be replaced by P1,I; P2,I; P3,I respectively pp 365, Exercise problem 8.8, at the end of the problem, add 5%ξ =
- 12. Chapter 9 pp 384, Equation 9.23a, bΔv should be sΔv pp 386, in K matrix, last entry 0.431 should be aligned with -0.431 pp 390, the line above Equation 9.48, vector should be vectors pp 404, Equation 9.68b, gx should be 0gx pp 405, Equation 9.69a, gx should be 0gx pp 407, Equation 9.75d: in K matrix, all k should be tk pp 408, Example 9.5, add at the end of the problem, 2%tξ = ; take ξ for the frame as 5%. pp 409, matrices, K, M and C should be K , M , and C pp 409, C matrix, last but one raw, 512.3 0, should be 527.7 -15.4 pp 409, C matrix, last raw, 0 15.4, should be -15.4 15.4 pp 410 and 411, Figs 9.42 and 9.43, time scale 35s as in Figure 9.41 pp 419, Example 9.6, Solution: 1st line; Example 9.4 should be 9.5 pp 428, 1st line, Equation 9.153b should be Equation 9.156b pp 440, Equation 9.190, 2 τ should be 2 2 τ pp 443, 3rd para, 2nd line, the damping coefficient should be damper coefficient pp 444, after the 1st line, K (Equation 9.201b) should be sK (stiffness matrix)