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

Table 4

Comparisons of the along-wind responses with codes.

Results	ASCE	Eurocode	FEM
STD displacement [m]	—	0.094	0.074
Peak displacement [m]	0.375	0.428	0.405
STD acceleration [milli-g]	4.90	7.67	4.94
Peak acceleration [milli-g]	18.02	24.25	21.10