On the Design of High-Rise Buildings for Multihazard: Fundamental Differences between Wind and Earthquake Demand

Table 2

Displacement of the top corner of the building (for wind direction angle of 90°).

Modes	RMS disp., m		Mean disp., m		Peak disp., m
	1	0.063	0.0024	0.009	0.000	0.246	0.009
1 : 2	0.063	0.074	0.003	0.157	0.242	0.409
1 : 3	0.063	0.074	0.003	0.157	0.243	0.409
1 : 4	0.063	0.074	0.003	0.155	0.243	0.405
1 : 5	0.063	0.074	0.003	0.155	0.243	0.405
1 : 6	0.063	0.074	0.003	0.155	0.243	0.405