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

Table 3

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

Modes	STD acceleration [milli-g]		Peak acceleration [milli-g]
	1	3.49	0.13	14.41	0.54
1 : 2	3.49	4.89	14.33	18.71
1 : 3	3.53	4.89	14.97	18.71
1 : 4	3.53	4.93	14.97	20.80
1 : 5	3.54	4.94	15.01	21.03
1 : 6	3.54	4.94	15.85	21.10

Note: 1 milli-g is about 0.01 m/s².