Wind-induced vibration performance of early Chinese hall-style timber buildings

Journal of Wood Science

Official Journal of the Japan Wood Research Society

Table 4 Comparison of the two wind vibration coefficients

z/H	Point	Ud + Us (mm)	Us (mm)	βd	φz	βz	βd/βz
0.5	N1	5.97	2.61	2.29	0.38	1.26	1.82
0.5	N2	7.83	3.41	2.30	0.38	1.26	1.82
0.5	N3	5.90	2.61	2.26	0.38	1.26	1.80
0.5	N4	5.90	2.61	2.26	0.38	1.26	1.80
0.5	N5	5.90	2.61	2.26	0.38	1.26	1.80
0.5	N6	7.74	3.40	2.28	0.38	1.26	1.81
0.5	N7	6.05	2.67	2.27	0.38	1.26	1.80
0.5	N8	6.06	2.67	2.27	0.38	1.26	1.80
0.7	N9	6.80	3.19	2.14	0.67	1.46	1.46
0.7	N10	7.86	3.47	2.27	0.67	1.46	1.55
0.7	N11	6.85	3.19	2.14	0.67	1.46	1.47
0.7	N12	6.85	3.19	2.15	0.67	1.46	1.47
0.7	N13	6.86	3.20	2.14	0.67	1.46	1.47
0.7	N14	7.72	3.51	2.20	0.67	1.46	1.51
0.7	N15	6.86	3.20	2.14	0.67	1.46	1.47
0.7	N16	6.85	3.20	2.14	0.67	1.46	1.46
0.8	N17	7.06	3.24	2.18	0.74	1.51	1.44
0.8	N18	8.25	3.93	2.10	0.74	1.51	1.39
0.8	N19	7.21	3.38	2.13	0.74	1.51	1.41
0.8	N20	7.20	3.28	2.19	0.74	1.51	1.45
0.8	N21	7.27	3.31	2.19	0.74	1.51	1.45
0.8	N22	8.84	4.17	2.12	0.74	1.51	1.40
0.8	N23	7.23	3.28	2.20	0.74	1.51	1.46
0.8	N24	7.22	3.26	2.21	0.74	1.51	1.46
0.9	N25	8.34	3.97	2.10	0.74	1.51	1.39
0.9	N26	8.40	3.97	2.12	0.74	1.51	1.40
1	N27	7.21	3.24	2.22	0.74	1.51	1.47
1	N28	8.41	3.84	2.19	0.74	1.51	1.45
1	N29	7.12	3.24	2.19	0.74	1.51	1.45