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Table 1: Main results of rocking-sliding analysis of the 20m high detached concrete block in the central upper portion of dam for empty and full reservoir conditions (horizontal and vertical PGA: 0.35g and 0.23g, respectively)
Earthquake ground motion
Earthquake duration (s)
Reservoir (empty/full)
Max. sliding displacement along crack at lift joint (mm)
Max. crack opening displacement at upstream edge (mm)
Max. crack opening displacement at downstream edge (mm)