PEER Tall Building Seismic Design Guidelines

More documents

Recommendations

Info

What should be modeled? Intended lateral system From base to penthouse Any element that effects stiffness or can be damaged by response Gravity columns Slabs Gravity beams Basement walls
Soil-Structure-Foundation Interaction Need not be considered But- Model must extend to soil-structure interface Typically top of mat Include basement walls and slabs Include mass of basement levels
Page 1 and 2: PEER Tall Building Seismic Design G
Page 3 and 4: Service Level Analysis Performance
Page 5: Service Level Analysis Linear resp
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

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?