Building B: 12story RC SMF

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Building B 12-story RC SMF

• 12-story special moment resisting (SMF) perimeter
  frame, 20 bay widths, designed to have strength
  and stiffness expected from a practitioner
  design. The structural model consists of a three
  bay frame.
• Design Codes 2003 International Building Code,
  ASCE7-02, ACI 318-02
• Structural design and model by Design ID 1013
  
• Curt B. Haselton, PhD, PE, Assistant Professor of
  Civil Engineering, California State University,
  Chico.
• Brian S. Dean, MS student, Stanford University.

120x120 plan
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Building B 12-story RC SMF

• Design base shear of 4.4 of weight (368 kips for
  a single frame)
• Static overstrength 1.7
• Pushover utilizes parabolic load pattern from
  ASCE 7-05 (section 12.8.3).
• T1 T4 (sec) 2.01, 0.68, 0.39, 0.27

Static Overstrength 1.7
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Building C 20-story RC SMF

• 20-story special moment resisting (SMF) perimeter
  frame, 20 bay widths, designed to have strength
  and stiffness expected from a practitioner
  design. The structural model consists of a three
  bay frame.
• Design Codes 2003 International Building Code,
  ASCE7-02, ACI 318-02
• Structural design and model by Design ID 1020
  
• Curt B. Haselton, PhD, PE, Assistant Professor of
  Civil Engineering, California State University,
  Chico.
• Brian S. Dean, MS student, Stanford University.

120x120 plan
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Building C 20-story RC SMF

• Design base shear of 4.4 of weight (613 kips for
  a single frame)
• Static overstrength 1.6
• Pushover utilizes parabolic load pattern from
  ASCE 7-05 (section 12.8.3).
• T1 T4 (sec) 2.63, 0.85, 0.46, 0.32

Static Overstrength 1.6
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Building D 12-story Shear Wall

• 12-story planar shear wall. This model
  represents a modern ductile wall, with uniform
  cross-section over the building height and 0.03
  plastic rotation capacity per story.
• Design Codes None specifically, but this model
  is consistent with a modern planar wall.
• Structural Design and Model by
• Farzin Zareian, PhD, Assistant Professor of Civil
  Engineering, University of California Irvine.

12 X 12 144
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Building D 12-story Shear Wall

• Yield base shear of 16.7 of weight
• Pushover utilizes parabolic load pattern from
  FEMA 356 (k 1.35).
• T1 T4 (sec) 1.20, 0.19, 0.068, 0.035

Corrected
Corrected