DISPLACEMENT-BASED SEISMIC DESIGN

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Review of a 15 year research effort culminating in the preparation of a design text book: DISPLACEMENT-BASED SEISMIC DESIGN OF STRUCTURES Priestley, Calvi and Kowalsky IUSS Press (May 2007) Available online (www.iusspress.it) 2
WITHIN A PERFORMANCE-BASED ENVIRONMENT: • WHAT SHOULD BE THE STRUCTURAL STRENGTH (BASE SHEAR FORCE) • HOW SHOULD THIS STRENGTH BE DISTRIBUTED • HOW CAN DESIGN BE ELEVATED ABOVE ANALYSIS • WHAT SHOULD BE THE STRENGTH OF CAPACITY-PROTECTED ACTIONS 3
Page 1: ISRAELI STRUCTURAL ENGINEERING CONF
Page 5 and 6: Concrete Bridge under Longitudinal
Page 7 and 8: STIFFNESS OF CONCRETE ELEMENTS: Sti
Page 9 and 10: Dimensionless Moment (M N /f'cD 3 )
Page 11 and 12: INTERDEPENDENCY OF STRENGTH AND STI
Page 13 and 14: BRIDGE WITH UNEQUAL COLUMN HEIGHTS
Page 15 and 16: CONCRETE FRAME DRIFT EQUATION θ y
Page 17 and 18: DIMENSIONLESS YIELD CURVATURES AND
Page 19 and 20: FRAME DUCTILITY LIMITS NOTE: CODES
Page 21 and 22: FORMULATION OF THE DIRECT DISPLACEM
Page 23 and 24: COMPARISON OF ELASTIC FORCE AND DIS
Page 25 and 26: Damping (%) 0.25 0.2 0.15 0.1 0.05
Page 27 and 28: ELEMENTS OF DDBD: Multi-storey Buil
Page 29 and 30: F F y βF y BASIC HYSTERESIS RULES
Page 31 and 32: 4 GENERAL FORM OF ELASTIC 5% DISPLA
Page 33 and 34: DESIGN DISPLACEMENT SPECTRA (4) •
Page 35 and 36: Spectral Displacement (mm) 2000 160
Page 37 and 38: INFLUENCE OF DAMPING AND DUCTILITY
Page 39 and 40: SCOPE OF RESEARCH AND BOOK The rese
Page 41 and 42: CHAPTER 5 FRAME BUILDINGS Considers
Page 43 and 44: CHAPTER 7 DUAL WALL/FRAME BUILDINGS
Page 45 and 46: Chapter 9: DUCTILE TIMBER STRUCTURE
Page 47 and 48: Isolator Isolated rigid structure B
Page 49 and 50: INELASTIC FORCE-DISPLACEMENT RESPON
Page 51 and 52: MDOF PLASTIC MECHANISMS 5 4 3 2 1 H
Page 53 and 54:
DIRECT DISPLACEMEMENT-BASED DESIGN
Page 55 and 56:
CRITICAL DISPLACEMENTS •Frames: n
Page 57 and 58:
CANTILEVER WALL DESIGN PROFILES: If
Page 59 and 60:
ELASTIC RESPONSE OF FRAMES The shap
Page 61 and 62:
DRIFT-LIMITED DUCTILITY FOR WALLS M
Page 63 and 64:
PLASTIC DISPLACEMENT OF CANTILEVER
Page 65 and 66:
TORSIONAL RESPONSE OF WALL BUILDING
Page 67 and 68:
COUPLING BEAM DRIFTS reinforcement
Page 69 and 70:
STRUCTURAL WALL FAILURE Inadequate
Page 71 and 72:
HIGHER MODE EFFECTS Two effects in
Page 73 and 74:
60 30 40 MMS THA MMS THA MMS THA He
Page 75 and 76:
INFLUENCE OF SEISMIC INTENSITY ON D
Page 77:
CONCLUSIONS DOES DDBD MAKE A DIFFER
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DISPLACEMENT-BASED SEISMIC DESIGN

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