19-Story Rectangular Office Tower with Torsional Eccentricity (Design Code: UBC 1997) - Wind drift limit of 0.0025 imposed
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 | GravityColumns |
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