PEER Tall Building Seismic Design Guidelines

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Element Stiffness Beam-column joints Explicit modeling of stiffness, or No rigid end offsets for beams
Element Stiffness Diaphragms Use realistic assessments of stiffness Transfer diaphragms must be explicitly modeled
Page 1 and 2: PEER Tall Building Seismic Design G
Page 3 and 4: Service Level Analysis Performance
Page 5 and 6: Service Level Analysis Linear resp
Page 7 and 8: Soil-Structure-Foundation Interacti
Page 9: Element Stiffness Models must incl
Page 13 and 14: Nonlinear Analysis Use best estima
Page 15 and 16: Nonlinear Analysis Nonlinear behav
Page 17 and 18: Pragmatically Confirm that: Inela
Page 19 and 20: Behavior Modeling If structural re
Page 21 and 22: Cylic Degradation 1. Explicit incor
Page 23 and 24: Cyclic Envelope Deformations canno
Page 25 and 26: Monotonic Max deformation limited
Page 27 and 28: Maximum Considered Level Acceptanc
Page 29 and 30: Force-controlled elements φ = 1 f
Page 31: Transient and residual drift Trans

PEER Tall Building Seismic Design Guidelines

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