PEER Tall Building Seismic Design Guidelines

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Maximum Considered Level Analysis Performance Goal: • Minor implicit risk of collapse • Modest residual drift • Limited potential for failure of cladding
Pragmatically Confirm that: Inelastic behavior occurs in favorable modes, envisaged by the design Excessive force and deformation demands do not result in undesirable behavioral modes Transient drifts remain within reliable range of model and analysis validity Residual drifts are not excessive Cladding is capable of sustaining anticipated drifts
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 and 10: Element Stiffness Models must incl
Page 11 and 12: Element Stiffness Diaphragms Use
Page 13 and 14: Nonlinear Analysis Use best estima
Page 15: Nonlinear Analysis Nonlinear behav
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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