Seismic Performance and Risk Assessment of Traditional Brick-Wood Rural Buildings Based on Numerical Simulation

Table 5

Structure maximum displacement (mm), maximum interval displacement angle, and failure degree.

Seismic waves	First-floor displacement	Second-floor displacement	Maximum interval displacement angle	Failure degree
Taft wave (0.1 g)	0.57	3.4	5.549 × 10^–4	Medium damage
Taft wave (0.2 g)	0.739	6.622	1.154 × 10^–3	Serious damage
EL-Centro wave (0.1 g)	0.733	3.63	5.68 × 10^–4	Medium damage
EL-Centro wave (0.2 g)	1.261	8.599	1.439 × 10^–3	Serious damage
Loma Prieta wave (0.1 g)	0.611	2.27	3.25 × 10^–4	Slight damage
Loma Prieta wave (0.2 g)	0.931	4.044	6.104 × 10^–4	Medium damage