Structural Improvements for Tall Buildings under Wind Loads: Comparative Study

Table 3

Shear design value at the base of the building.

Wind direction	[m/s]	Shear direction	, CNR (EC1)	, HFFB
0°–180°	34,4	Along-wind	12211 (10392)	10816
		Across-wind	10079	33863
90°–270°	32,5	Along-wind	31881 (31000)	33597
		Across-wind	13322	15499
292.5°	38		—	27955
			—	46052