Seismic design of major components
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Figure 3a. Damage of gate of power intake due to rockfall (Wenchuan... -
Figure 7a. Failure of penstock near Shapai powerhouse: Water jet from failed... -
Figure 7b. Failure of penstock near Shapai powerhouse: detail of damaged... -
Figure 5a. Failure of transmission tower caused by rockfall (Sefid Rud dam;... -
Figure 6b. Sediments from flooding due to penstock failure inundating the... -
Figure 5b. Failure of switchyard components caused by ground shaking and... -
Figure 1b: Mass movements blocking tunnel entrance (Wenchuan earthquake, China). -
Figure 6a. Damage of Shapai powerhouse due to rockfalls and flooding... -
Figure 1a: Mass movements in epicentral region (Wenchuan earthquake, China). -
Figure 4c. Failure of radial gate of Taipingyi weir due to rockfall (Wenchuan... -
Figure 4b. Failure of radial gate of Taipingyi weir due to rockfall (Wenchuan... -
Figure 2a. Intake tower and damaged gate room structure on top (Zipingpu dam,... -
Figure 4a. Failure of radial gate of Taipingyi weir due to rockfall (Wenchuan... -
Figure 2b. Overturned control panel for operating the gates (Zipingpu dam,... -
Figure 3b. Damage of gate of power intake due to rockfall (Wenchuan...