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eLibrary > 23/30458284 DC BS EN 1998-3. Eurocode 8. Design of structures for earthquake resistance - Part 3. Assessment and retrofitting of buildings and bridges >

23/30458284 DC BS EN 1998-3. Eurocode 8. Design of structures for earthquake resistance - Part 3. Assessment and retrofitting of buildings and bridges, 2023

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23/30458284 DC BS EN 1998-3. Eurocode 8. Design of structures for earthquake resistance - Part 3. Assessment and retrofitting of buildings and bridges, 2023

30458284.pdf
41_e_stf (4).pdf [Go to Page]
0.1 Introduction to the Eurocodes
0.2 Introduction to EN 1998 (all parts)
0.3 Introduction to prEN 1998-3
0.4 Verbal forms used in the Eurocodes
0.5 National annex for prEN 1998-3
1 Scope [Go to Page]
1.1 Scope of prEN 1998-3
1.2 Assumptions
2 Normative references
3 Terms, definitions and symbols [Go to Page]
3.1 Terms and definitions
3.2 Symbols and abbreviations [Go to Page]
3.2.1 Symbols [Go to Page]
3.2.1.1 Symbols used in Clause 8 and Annex B
3.2.1.2 Symbols used in Clause 9
3.2.1.3 Symbols used in Clause 10 and Annex C
3.2.1.4 Symbols used in Clause 11 and Annex D
3.2.2 Abbreviations
3.3 S.I. Units
4 Basis of design [Go to Page]
4.1 Performance requirements
4.2 Compliance criteria for existing structures [Go to Page]
4.2.1 Specificity of existing structures
4.2.2 Verification rules
4.2.3 Verification of Limit States [Go to Page]
4.2.3.1 General
4.2.3.2 Limit State of Near Collapse (NC)
4.2.3.3 Limit State of Significant Damage (SD)
4.2.3.4 Limit State of Damage Limitation (DL)
4.2.3.5 Fully Operational Limit State (OP)
4.3 General procedure for the assessment and retrofitting design [Go to Page]
4.3.1 Seismic assessment in the current state
4.3.2 Design of retrofitting
5 Information for structural assessment [Go to Page]
5.1 General information and history
5.2 Required input data
5.3 Knowledge levels: Definitions
5.4 Knowledge levels: identification [Go to Page]
5.4.1 Geometry
5.4.2 Preliminary analysis
5.4.3 Construction details
5.4.4 Materials
5.5 Representative values of material properties
6 Modelling, structural analysis and verification [Go to Page]
6.1 General
6.2 Modelling
6.3 Analysis: Force-based approach [Go to Page]
6.3.1 Reduced spectrum for the force-based approach
6.4 Analysis: Displacement-based approach [Go to Page]
6.4.1 Linear elastic analysis
6.4.2 Non-linear static analysis [Go to Page]
6.4.2.1 General
6.4.3 Non-linear response-history analysis
6.5 Safety verifications [Go to Page]
6.5.1 General
6.5.2 Verifications to Near Collapse limit state [Go to Page]
6.5.2.1 General
6.5.2.2 Verifications in local terms using linear elastic analysis
6.5.2.3 Verifications in local terms using non-linear analysis
6.5.2.4 Verification in global terms
6.5.3 Verifications to additional limit states
7 Design of structural intervention [Go to Page]
7.1 Criteria for a structural intervention [Go to Page]
7.1.1 General
7.1.2 General technical criteria
7.1.3 Types of intervention
7.1.4 Ancillary elements
7.1.5 Justification of the selected intervention type
7.2 Retrofit design procedure
8 Specific rules for reinforced concrete structures [Go to Page]
8.1 Scope
8.2 Identification of geometry, details and materials [Go to Page]
8.2.1 General
8.2.2 Geometry
8.2.3 Details
8.2.4 Materials [Go to Page]
8.2.4.1 General
8.2.4.2 Concrete
8.2.4.3 Steel reinforcement
8.3 Structural modelling
8.4 Resistance models for assessment [Go to Page]
8.4.1 Introduction
8.4.2 Beams, columns and walls under flexure with or without axial force [Go to Page]
8.4.2.1 General
8.4.2.2 Members with continuous ribbed bars
8.4.2.3 Members with ribbed bars, lap-spliced starting at the end section
8.4.2.4 Columns with smooth bars lap-spliced at floor levels
8.4.3 Beams, columns and walls: verification of shear in critical zones
8.4.4 Beam-column joints
8.5 Verification of limit states [Go to Page]
8.5.1 Beams, columns and walls under flexure with and without axial force [Go to Page]
8.5.1.1 Limit state of Near Collapse (NC)
8.5.1.2 Limit state of Significant Damage (SD)
8.5.1.3 Limit state of Damage Limitation (DL)
8.5.2 Beams, columns and walls: shear [Go to Page]
8.5.2.1 Limit state of Near Collapse (NC)
8.5.2.2 Limit state of Significant Damage (SD) and Damage Limitation (DL)
8.5.3 Beam-column joints [Go to Page]
8.5.3.1 Limit state of Near Collapse (NC)
8.5.3.2 Limit state of Significant Damage (SD) and Damage Limitation (DL)
8.6 Resistance models for retrofitting [Go to Page]
8.6.1 General
8.6.2 Concrete jacketing [Go to Page]
8.6.2.1 General
8.6.2.2 Enhancement of strength, stiffness and deformation capacity
8.6.3 Steel jacketing [Go to Page]
8.6.3.1 Introduction
8.6.3.2 Shear strength
8.6.3.3 Clamping of lap-splices
8.6.4 FRP plating and wrapping [Go to Page]
8.6.4.1 General
8.6.4.2 Beam, columns and walls under flexure with and without axial force
8.6.4.3 Shear resistance
9 Specific rules for steel and composite structures [Go to Page]
9.1 Scope
9.2 Identification of geometry, details and materials [Go to Page]
9.2.1 General
9.2.2 Geometry
9.2.3 Details
9.2.4 Materials [Go to Page]
9.2.4.1 General
9.2.4.2 Structural steel
9.2.4.3 Weld metal
9.2.4.4 Rivet material
9.2.4.5 Fastener material
9.2.4.6 Concrete
9.2.4.7 Steel reinforcement
9.3 Structural modelling
9.4 Resistance models for assessment [Go to Page]
9.4.1 General
9.4.2 Beams and columns under flexure with or without axial load [Go to Page]
9.4.2.1 General
9.4.2.2 Steel beams in rigid full-strength beam-to-column joints
9.4.2.3 Composite steel beams in rigid full-strength beam-to-column joints
9.4.2.4 Beams in semi-rigid, partial-strength beam-to-column joints
9.4.2.5 Beams in flexible, partial-strength beam-to-column joints
9.4.2.6 Steel columns
9.4.2.7 Encased or filled composite columns
9.4.3 Steel bracings
9.4.4 Links in frames with eccentric bracings
9.4.5 Buckling restrained bracings
9.4.6 Steel column and beam splices [Go to Page]
9.4.6.1 General
9.4.6.2 Welded splices with complete penetration butt welds
9.4.6.3 Welded splices with partial penetration butt welds
9.4.6.4 Bolted splices
9.4.7 Beam-to-column web panel joint
9.4.8 Bracing-end connections [Go to Page]
9.4.8.1 General
9.4.8.2 Bracing-end connections allowing rotations
9.4.8.3 Bracing-end connections not allowing rotations
9.5 Verification of limit states [Go to Page]
9.5.1 General
9.5.2 Beams and columns under flexure with or without axial load [Go to Page]
9.5.2.1 Limit state of Near Collapse (NC)
9.5.2.2 Limit state of Significant Damage (SD)
9.5.2.3 Limit state of Damage Limitation (DL)
9.5.3 Bracings [Go to Page]
9.5.3.1 General
9.5.3.2 Limit state of Near Collapse (NC)
9.5.3.3 Limit state of Significant Damage (SD)
9.5.3.4 Limit state of Damage Limitation (DL)
9.5.4 Links in frames with eccentric bracings [Go to Page]
9.5.4.1 Limit state of Near Collapse (NC)
9.5.4.2 Limit state of Significant Damage (SD)
9.5.4.3 Limit state of Damage Limitation (DL)
9.5.5 Steel column and beam splices [Go to Page]
9.5.5.1 General
9.5.5.2 Limit state of Near Collapse (NC)
9.5.5.3 Limit states at Significant Damage (SD) and Damage Limitation (DL)
9.5.6 Beam-to-column web panel joint [Go to Page]
9.5.6.1 Limit state of Near Collapse (NC)
9.5.6.2 Limit states at Significant Damage (SD) and Damage Limitation (DL)
9.5.7 Bracing-end connections [Go to Page]
9.5.7.1 Limit state of Near Collapse (NC)
9.5.7.2 Limit states at Significant Damage (SD) and Damage Limitation (DL)
9.6 Resistance models for retrofitting [Go to Page]
9.6.1 General
9.6.2 Weld retrofits
9.6.3 Retrofitting with stiffener or doubler plates
9.6.4 Beam-to-column joint retrofitting with haunched stiffeners
9.6.5 Retrofitting with encased composite columns
9.6.6 Retrofitting riveted or bolted connections and joints
10 Specific rules for timber buildings [Go to Page]
10.1 Scope
10.2 Identification of geometry, details and materials [Go to Page]
10.2.1 General
10.2.2 Geometry
10.2.3 Details
10.2.4 Materials [Go to Page]
10.2.4.1 Condition assessment and knowledge level
10.2.4.2 Condition assessment factors
10.3 Classification of timber structural members [Go to Page]
10.3.1 Timber diaphragms [Go to Page]
10.3.1.1 Joists
10.3.1.2 Sheathing typology
10.3.1.3 Diaphragm classification
10.3.2 Timber frames [Go to Page]
10.3.2.1 Frame classification
10.3.2.2 Carpentry connections
10.4 Structural modelling [Go to Page]
10.4.1 General
10.4.2 Diaphragms
10.4.3 Frames
10.5 Structural analysis [Go to Page]
10.5.1 General
10.5.2 Local analysis of diaphragms with a force-based approach
10.6 Resistance models for assessment [Go to Page]
10.6.1 General
10.6.2 Timber diaphragms
10.6.3 Carpentry connections [Go to Page]
10.6.3.1 General
10.6.3.2 Compression of timber
10.6.3.3 Single step connections
10.6.3.4 Double step connections
10.6.4 Dowel-type fastener connections
10.7 Verification to limit states [Go to Page]
10.7.1 Timber diaphragms [Go to Page]
10.7.1.1 Displacement limitation
10.7.1.2 Force limitation
10.7.2 Timber frames [Go to Page]
10.7.2.1 Displacement limitation
10.7.2.2 Force limitation
10.7.3 Carpentry connections
10.7.4 Dowel-type connections
10.8 Resistance models for retrofitting [Go to Page]
10.8.1 Material design resistance
10.8.2 Diaphragms [Go to Page]
10.8.2.1 Methods for retrofitting
10.8.2.2 Modelling and analysis
10.8.2.3 Verifications
10.8.3 Timber frames [Go to Page]
10.8.3.1 Methods for retrofitting
10.8.3.2 Modelling and analysis
10.8.3.3 Verifications
10.8.4 Carpentry connections [Go to Page]
10.8.4.1 General
10.8.4.2 Repair and reinforcement
10.8.4.3 Verifications
10.8.5 Dowel-type connections [Go to Page]
10.8.5.1 Retrofitting measures
10.8.5.2 Verifications
11 Specific rules for masonry buildings [Go to Page]
11.1 Scope
11.2 Identification of geometry, construction details and materials [Go to Page]
11.2.1 General
11.2.2 Geometry
11.2.3 Construction details
11.2.4 Materials
11.3 Structural modelling and analysis [Go to Page]
11.3.1 General [Go to Page]
11.3.1.1 Specificity of existing masonry buildings
11.3.1.2 In-plane behaviour
11.3.1.3 Out-of-plane behaviour
11.3.2 Modelling and analysis of global in-plane response of masonry walls [Go to Page]
11.3.2.1 Force-deformation relationship of masonry structural members
11.3.2.2 Models for horizontal diaphragms
11.3.2.3 Specific conditions for the use of the q-factor approach
11.3.3 Modelling and analysis of partial out-of-plane mechanisms and limit analysis [Go to Page]
11.3.3.1 Linear kinematic analysis (seismic multiplier at onset of the mechanism)
11.3.3.2 Non-linear kinematic analysis (displacement capacity of the mechanism)
11.3.4 Modelling of in-plane response of masonry infills in framed buildings
11.4 Resistance models for assessment [Go to Page]
11.4.1 Resistance models for in-plane loaded masonry members [Go to Page]
11.4.1.1 In-plane shear resistance of masonry members
11.4.1.2 In-plane deformation capacities of masonry members
11.4.2 Resistance models for the assessment of partial out-of-plane mechanisms
11.5 Verification of limit states [Go to Page]
11.5.1 Verification of global in-plane response of masonry walls [Go to Page]
11.5.1.1 General
11.5.1.2 Verification of SD limit state by the q-factor approach
11.5.1.3 Verification through linear analysis
11.5.1.4 Verification through non-linear static analysis in local (member-level) terms
11.5.1.5 Verification through non-linear static analysis in global (structural system) terms
11.5.1.6 Verification through non-linear response-history analysis
11.5.2 Verification of partial out-of-plane mechanisms [Go to Page]
11.5.2.1 General
11.5.2.2 Displacement-based verification of SD and NC limit states
11.5.2.3 Verification of SD using the q-factor approach
11.5.2.4 Verification of SD and NC by non-linear response-history analysis
11.5.2.5 Verification of DL limit state
11.6 Analysis and resistance models for retrofitting [Go to Page]
11.6.1 General
11.6.2 Structural modelling of strengthened buildings
11.6.3 Resistance models for strengthened masonry members [Go to Page]
11.6.3.1 General
11.6.3.2 Resistance models for strengthened unreinforced masonry members
11.6.3.3 Resistance models for strengthened reinforced masonry members
12 Specific rules for bridges [Go to Page]
12.1 Scope
12.2 Performance requirements
12.3 Compliance criteria [Go to Page]
12.3.1 Distinction between “ductile” and “brittle” mechanisms
12.3.2 Distinction between primary and secondary seismic members
12.4 Information for structural assessment [Go to Page]
12.4.1 General
12.4.2 Procedure of investigations [Go to Page]
12.4.2.1 General
12.4.2.2 Step 1: Collection of information and first inspection
12.4.2.3 Step 2: Simulated design
12.4.2.4 Step 3: Detailed Survey and Investigation
12.4.3 Assessment of Knowledge Level
12.5 Assessment procedures [Go to Page]
12.5.1 General
12.5.2 Bridges where inertial seismic action is dominant
12.5.3 Backfilled bridges where kinematic seismic action is dominant.
12.6 Design of structural interventions [Go to Page]
12.6.1 Intervention on piers
12.6.2 Intervention to foundations
12.6.3 Intervention on abutments and retaining structures
12.6.4 Intervention to bearings
12.6.5 Intervention to deck
Annex A (informative)Preliminary analysis [Go to Page]
A.1 Use of this annex
A.2 Scope and field of application
A.3 Reinforced concrete structures
A.4 Masonry structures
Annex B (informative)Supplementary information for concrete structures [Go to Page]
B.1 Use of this informative annex
B.2 Scope and field of application
B.3 Prediction of ultimate chord rotation at the end of a column with continuous or lap-spliced smooth (plain) bars, section consisting of rectangular parts and/or FRP
Annex C (informative)Supplementary information for timber structures [Go to Page]
C.1 Use of this annex
C.2 Scope and field of application
Annex D (informative)Supplementary information for masonry buildings [Go to Page]
D.1 Use of this annex
D.2 Scope and field of application
D.3 Classification of masonry types not conforming to EN 1996-1-1 and reference values for the material properties
D.4 Reference values for the equivalent in-plane stiffness of horizontal diaphragms of different types
D.5 Drift capacity of masonry members in the case of hybrid failure modes
D.6 Reference values for the material properties of strengthened masonry types
D.7 Repair and retrofitting techniques [Go to Page]
D.7.1 Repair of cracks
D.7.2 Repair and retrofitting of wall intersections
D.7.3 Strengthening and stiffening of horizontal diaphragms
D.7.4 Tie beams
D.7.5 Retrofitting of buildings by means of steel ties
D.7.6 Retrofitting of rubble core masonry walls (multi-leaf walls)
D.7.7 Retrofitting of walls by means of reinforced concrete jackets or steel profiles
D.7.8 Retrofitting of walls by means of polymer grids jackets
D.8 Floor spectral accelerations for masonry buildings
Annex E (informative)Flowcharts for the application of this standard [Go to Page]
E.1 Use of this annex [Go to Page]

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23/30458284 DC BS EN 1998-3. Eurocode 8. Design of structures for earthquake resistance - Part 3. Assessment and retrofitting of buildings and bridges, 2023

⨯To continue with accurate pricing,
please select your company type below: