19-Story Dumbbell-Shaped Residential Tower (Design Code: UBC 1997)
Click on the following links to see the damage occurring in the building moment frames when the building is subjected to the following ground motion records. Sylmar X refers to the case where the strong component of the Sylmar record is applied in the building X direction and Sylmar Y refers to the case where the strong component of the Sylmar record is applied in the building Y direction etc.
Sylmar X | Sylmar Y | Tabas X | Tabas Y | Takatori X | Takatori Y |
Click on the following links to see the results of pushover analysis in the X and Y directions of the building:
X Pushover | Y Pushover |
Given below are the plan and moment frame elevations of this building:
Frame 1 | Frame 2 | Frame 3 | Frame 4 | Frame 5 | Frame 6 | Frame 7 | GravityColumns |
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