Table 2: Periods and effective modal mass percentages of the buildings with gate bracing.

Building no Eccentricity T1
(s)
UX
(%)
UY
(%)
T2
(s)
UX
(%)
UY
(%)
T3
(s)
UX
(%)
UY
(%)
1 0.1 0.351 79.1 - 0.348 - 79.8 0.139 14.9 -
2 0.2 0.378 79.6 - 0.376 - 80.1 0.154 14.2 -
3 0.4 0.462 78.6 - 0.461 - 78.7 0.197 13.7 -
4 0.6 0.563 74.6 - 0.562 - 74.6 0.250 15.6 -
5 0.8 0.644 69.9 - 0.643 - 69.9 0.294 18.5 -
6 0.9 0.670 68.2 - 0.660 - 68.2 0.309 19.7 -