PEER Tall Building Seismic Design Guidelines

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Acceptable Damage For a limited number of elements: Minor cracking of concrete Minor yielding of steel Unacceptable behavior Permanent cracks exceeding 1/8” Spalling of cover or core concrete Buckling of steel member or rebar Measurable residual drift Punching of slab-column joints
Service Level Analysis Linear response spectrum analysis (RSA) required Appropriate to response anticipated at this performance level Provides benchmark for later analyses using nonlinear models Nonlinear response history analysis can be run as a supplement, to demonstrate acceptability when RSA does not so indicate
Page 1 and 2: PEER Tall Building Seismic Design G
Page 3: Service Level Analysis Performance
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 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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