ECI 238 Final Project<br />Aileen Vandenberg<br />
Building Location: (38.556142°,-121.747311°) <br />Number of Stories: 9		Seismic Design Category: C<br />Building Design f...
Push Over Curve from Task 2<br />
Push Over Curve for Selected Stories<br />
FEMA-356: Push Over Analysis<br />
FEMA-356 Linear Dynamic Analysis<br />
Final Design AFTER Linear Dynamic Analysis<br />
Sensitivity Study: Linear Dynamic<br /><ul><li>Increased nodal mass by 10%
Used 0.6EI for columns and 0.4EI for beams
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Design of 9 story frame

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Final Project, design requirements of a 9-story frame for Earthquake Engineering Design class.

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Design of 9 story frame

  1. 1. ECI 238 Final Project<br />Aileen Vandenberg<br />
  2. 2. Building Location: (38.556142°,-121.747311°) <br />Number of Stories: 9 Seismic Design Category: C<br />Building Design for R and Cd factors<br />
  3. 3. Push Over Curve from Task 2<br />
  4. 4. Push Over Curve for Selected Stories<br />
  5. 5. FEMA-356: Push Over Analysis<br />
  6. 6. FEMA-356 Linear Dynamic Analysis<br />
  7. 7.
  8. 8. Final Design AFTER Linear Dynamic Analysis<br />
  9. 9. Sensitivity Study: Linear Dynamic<br /><ul><li>Increased nodal mass by 10%
  10. 10. Used 0.6EI for columns and 0.4EI for beams
  11. 11. Scaled GM 3</li></li></ul><li>Summary<br />Had to increase gross area and reinforcement for first story columns, but had to decrease reinforcement for 7th story beams.<br />Super sensitive to change. <br /><ul><li>Closer inspection will need to be done on the design.</li>

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