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

Table 10

Maximum displacement (mm), maximum interval displacement angle, and failure degree of the structure after reinforcement.

Seismic wave	First-floor displacement	Second-floor displacement	Maximum interval displacement angle	Failure degree
Taft wave (0.1 g)	0.511	2.472	3.845 × 10^–4	Slight damage
Taft wave (0.2 g)	0.519	4.818	8.429 × 10^–4	Medium damage
EL-Centro (0.1 g)	0.594	3.459	5.618 × 10^–4	Medium damage
EL-Centro (0.2 g)	0.819	3.844	5.931 × 10^–3	Medium damage
Loma Prieta (0.1 g)	0.4393	1.726	2.523 × 10^–4	Slight damage
Loma Prieta (0.2 g)	0.770	2.990	4.353 × 10^–4	Slight damage