Research Article

Seismic and Power Generation Performance of U-Shaped Steel Connected PV-Shear Wall under Lateral Cyclic Loading

Figure 14

The maximum horizontal displacements of PV module and U-shaped connectors. (a) Location of deformation monitors. (b) The maximum horizontal displacements.
362638.fig.0014a
(a)
362638.fig.0014b
(b)