Wind-Induced Response of an L-Shaped Cable Support Glass Curtain Wall

Table 3

Displacement vibration coefficients of points on surface B.

Wind direction	B1	B2	B3	B4	B5	B6	B7	B8	B9
0°	1.7179	1.8056	1.8283	1.7086	1.8033	1.8225	1.7103	1.7931	1.8144
15°	1.7866	1.8303	1.9151	1.7619	1.9274	2.0167	1.7748	1.9218	1.9013
30°	1.8064	1.8429	1.9477	1.7709	1.9164	1.9876	1.8421	1.9163	1.9547
45°	1.9527	1.8586	2.0336	1.908	1.8461	2.0056	1.9684	1.8385	2.1385