Understanding the concepts on Degrees of Freedom
1.
Given
5 Storey Building with 5DOF and Mass m

The fundamental Period of Vibration T1 = 2 Sec
The fundamental Period of Vibration T2 = 0.685 Sec
The fundamental Period of Vibration T3 = 0.436 Sec
The fundamental Period of Vibration T4 = 0.338 Sec
The fundamental Period of Vibration T5 = 0.296 Sec

To Calculate
- Ln , Mn and n for each of five modes.
- Effective modal mass Mn* and the modal mass participating ration
- Base shear for each mode and combined bas shear.
- How may modes to be considered such that a modal mass participating ratio is 90%
Soln
Mass Matrix m =

Modified Mass matrix M = ØT m Ø
For First mode n=1 M =

On solving Modified matrix M = 3.860m
Similarly for mode n = 2 , Modified Matrix M2 = 3.85m
for mode n = 3 , Modified Matrix M3 = 3.85m
for mode n = 4 , Modified Matrix M4 = 3.85m
for mode n = 5 , Modified Matrix M5 = 3.85m
Modal Property
L = ØT m i

For first mode n=1
L1 =

L1 = 4.121 m
Similarly for mode n = 2 , Modal Property L2 = -1.297m
for mode n = 3 , Modal Property L3 = 0.683m
for mode n = 4 , Modal Property L4 = -0.381m
for mode n = 5 , Modal Property L5 = 0.175m

Effective Modal Mass M*
M* = Ln2/Mn
For mode n= 1
M*= (4.121m)2 / 3.86m
= 4.399m
Similarly for mode n=2, M* = 0.436m
for mode n=3, M* = 0.121
for mode n=4, M* = 0.037
for mode n=5, M* = 0.007
Modal mass Participation Ratio
M = M*/mj
Where mj is the total mass acing on the structure = m+m+m+m+m
= 5m
For First mode n=1, M = 4.399m/5m
= 0.88
For n=2 M = 0.08
For n=3 M = 0.02
For n=4 M = 0.07
For n=5 M = 0.001
Adding firs two modal mass participation ration e get, 0.88 + 0.08 = 0.96 i.e 96%
Which is higher than 90% mentioned in the question. Hence first two modes are enough.
Base Shear
Vb = Mn* An
For first mode A1 is 0.27g for time period of 2 sec value taken from graph.

Vb1 = 4.398m * 0.27 g
= 1.187mg
Similarly For Vb2 = 0.335mg
For Vb3 = 0.124mg
For Vb4 = 0.038mg
For Vb5 = 0.0072mg
Average Base shear is Calculated by
VB = Sqroot (Vb12+Vb22+Vb32+Vb42+Vb52)
VB = 1.2mg