Pole Allocation Applied to Two Buildings Connected by Joint Damper

Table 5

Stiffness distributions for models B1, B2, B3, and B4.

Story	B1 (MN/m)	B2 (MN/m)	B3 (MN/m)	B4 (MN/m)
10	448.2	547.8	183.6	224.4
9	517.1	632.1	211.8	258.9
8	620.6	758.5	254.2	310.7
7	724.0	884.9	296.6	362.5
6	827.4	1011.3	338.9	414.2
5	965.3	1179.9	395.4	483.3
4	1103.2	1348.4	451.9	552.3
3	1241.2	1517.0	508.4	621.3
2	1379.1	1685.5	564.9	690.4
1	1517.0	1854.1	621.3	759.4