Seismic Response and Economic Study of New Light Steel-Wood-Plastic Structure in Rural Yunnan, China

Figure 8

Time diagram of displacement at the apex of the structure.

(a) Comparison of the vertex displacements of the seismic-resistant model and the seismic-isolated models under EL-Centro waves

(b) Comparison of the vertex displacements of the seismic-resistant model and the seismic-isolated models under Shanghai artificial waves

(c) Comparison of the vertex displacements of the seismic-resistant model and the seismic-isolated models under the Lanzhou wave

(d) Comparison of the vertex displacements of the seismic-resistant model and the seismic-damped models under EL-Centro waves

(e) Comparison of the vertex displacement of the seismic-resistant model and the seismic-damped models under Shanghai artificial waves

(f) Comparison of vertex displacements of the seismic-resistant model and the seismic-damped models under the Lanzhou wave