Determine the effective modal mass and the effective modal height for the frame shown in Fig. 18.29.
The modal distribution of effective earthquake force is given in Fig. 18.30. Taking moment at base
h_1^*=\frac{(0.853 ~\times ~1~+~0.6035 ~\times ~2) ~h}{1.456}
=\frac{(0.853~+~1.2070)~ h}{1.456}
=\frac{(2.060) ~h}{1.456}
=1.414~ h \quad M_1^*=1.456~ m
h_2^*=\frac{(0.146~ \times~ 1~-~0.1035 ~\times~ 2) ~h}{0.0425 ~m }
=\frac{(0.146~-~0.2070)~ h}{0.0425}
(-1.435)~ h ; \quad M_2^*=0.0425~ m
The effective modal mass and modal height are indicated in Fig. 18.31.