ISO 3010:2001
Basis for design of structures — Seismic actions on structures
| Get this standard | Prices exclude GST | |
|---|---|---|
| PDF ( Single user document) |
$141.75 NZD
|
|
| HardCopy |
$194.63 NZD
|
|
| Networkable PDF |
Price varies
|
Basis for design of structures— Seismic actions on structures
Contents Page
Foreword
Introduction
Basis for design of structures— Seismic actions on structures
1 Scope
2 Normative reference
3 Terms and definitions
4 Symbols and abbreviated terms
5 Bases of seismic design
6 Principles of seismic design
6.1 Construction site
6.2 Structural configuration
6.3 Influence of non-structural elements
6.4 Strength and ductility
6.5 Deformation of the structure
6.6 Response control systems
6.7 Foundations
7 Principles of evaluating seismic actions
7.1 Variable and accidental actions
7.2 Dynamic and equivalent static analyses
7.3 Criteria for determination of seismic actions
8 Evaluation of seismic actions by equivalent static analysis
8.1 Equivalent static loadings
8.2 Seismic action components and torsion
8.3 Seismic actions on parts of structures
9 Evaluation of seismic actions by dynamic analysis
9.1 General
9.2 Dynamic analysis procedures
9.3 Response spectrum analysis
9.4 Earthquake ground motions for time history analysis
9.5 Model of the structure
9.6 Evaluation of analytical results
10 Estimation of paraseismic influences
Load factors as related to the reliability of the structure, seismic hazard zoning factor and rep...
A.1 Load factors as related to reliability of the structure,
A.1.1 General
A.1.2 Required degree of reliability
A.1.3 Variability of seismic actions and uncertainty associated with idealisation of seismic a...
A.1.4 Examples of load factors associated with representative values
A.2 Seismic hazard zoning factor,
A.3 Representative values of earthquake ground motion intensity,
Structural factor
Normalized design response spectrum
Seismic force distribution factor and seismic shear distribution factor
Components of seismic action
Torsional moments
Dynamic response
G.1 Response spectrum analysis
G.2 Time history analysis
G.2.1 Types of models of the structure
G.2.2 Restoring force characteristics
G.2.3 Input earthquake ground motions
G.2.3.1 Recorded earthquake ground motions
G.2.3.2 Simulated earthquake ground motions
G.2.4 Consideration for reliability of the structure
Damping ratio
Response control systems
Paraseismic influences
Bibliography
Previous versions
Keep me up-to-date
Sign up to receive updates when there are changes to this standard
Related Information
Similar Standards
-
BIP 2200 PP 1990 Pack of 5 - SET
Structural Eurocodes: Extracts from the Structural Eurocodes for Students of Structural Design (PP 1990)
-
BIP 2200 PP 1990 Single copy
Structural Eurocodes: Extracts from the Structural Eurocodes for Students of Structural Design (PP 1990)
-
BS 6472-1:2008
Guide to evaluation of human exposure to vibration in buildings, Vibration sources other than blasting
-
BS 6472-2:2008
Guide to evaluation of human exposure to vibration in buildings, Blast-induced vibration
Basis for design of structures— Seismic actions on structures
Contents Page
Foreword
Introduction
Basis for design of structures— Seismic actions on structures
1 Scope
2 Normative reference
3 Terms and definitions
4 Symbols and abbreviated terms
5 Bases of seismic design
6 Principles of seismic design
6.1 Construction site
6.2 Structural configuration
6.3 Influence of non-structural elements
6.4 Strength and ductility
6.5 Deformation of the structure
6.6 Response control systems
6.7 Foundations
7 Principles of evaluating seismic actions
7.1 Variable and accidental actions
7.2 Dynamic and equivalent static analyses
7.3 Criteria for determination of seismic actions
8 Evaluation of seismic actions by equivalent static analysis
8.1 Equivalent static loadings
8.2 Seismic action components and torsion
8.3 Seismic actions on parts of structures
9 Evaluation of seismic actions by dynamic analysis
9.1 General
9.2 Dynamic analysis procedures
9.3 Response spectrum analysis
9.4 Earthquake ground motions for time history analysis
9.5 Model of the structure
9.6 Evaluation of analytical results
10 Estimation of paraseismic influences
Load factors as related to the reliability of the structure, seismic hazard zoning factor and rep...
A.1 Load factors as related to reliability of the structure,
A.1.1 General
A.1.2 Required degree of reliability
A.1.3 Variability of seismic actions and uncertainty associated with idealisation of seismic a...
A.1.4 Examples of load factors associated with representative values
A.2 Seismic hazard zoning factor,
A.3 Representative values of earthquake ground motion intensity,
Structural factor
Normalized design response spectrum
Seismic force distribution factor and seismic shear distribution factor
Components of seismic action
Torsional moments
Dynamic response
G.1 Response spectrum analysis
G.2 Time history analysis
G.2.1 Types of models of the structure
G.2.2 Restoring force characteristics
G.2.3 Input earthquake ground motions
G.2.3.1 Recorded earthquake ground motions
G.2.3.2 Simulated earthquake ground motions
G.2.4 Consideration for reliability of the structure
Damping ratio
Response control systems
Paraseismic influences
Bibliography