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

Table 2

Displacement vibration coefficients of points on surface A.

Wind direction	A1	A2	A3	A4	A5	A6	A7	A8	A9
0°	1.8228	1.801	1.8861	1.8009	1.7949	1.8523	1.839	1.8175	1.9155
15°	1.7756	1.7157	1.7572	1.7511	1.7057	1.7248	1.7872	1.7248	1.7723
30°	1.7995	1.7991	1.7677	1.7743	1.7879	1.7298	1.8102	1.7055	1.7791
45°	2.1511	1.9407	2.0451	2.1160	1.9361	1.9948	2.1693	1.9496	2.0633