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Eurocode handbook 1. Basic of structural design
Eurocode handbook 1. Basic of structural design [1549]
Количество страниц: 155
Год: 2004
Аннотация[198 КБ] 
Код: 10446
Содержание
I. System of european codes and standarts for construction work (Pages I-1 to I-11)
1. Summary
2. 1. Introduction
3. 2. Background to the Eurocode programme
3.1. 2.1. The objectives of the Eurocodes and their status
3.2. 2.2. Potential Benefits of the use of Eurocodes
3.3. 2.3. The Eurocodes and National Regulations/Public Authority Requirements
4. 3. Eurocode programme
4.1. 3.1. Programme
4.2. 3.2. Format of the Eurocodes
4.3. 3.3. Using ENV Eurocodes Nationally
4.4. 3.4. Development from ENV to EN
4.5. 3.5. Using EN Eurocode at a national level
4.6. 3.6. Rules and Contents of National Annexes for Eurocode
4.6.1. 3.6.1. Nationally Determined Parameters
4.6.2. 3.6.2. National Annexes
4.6.3. 3.6.3. Example 1
4.6.4. 3.6.4. Example 2
4.6.5. 3.6.5. Annexes not transferable
4.7. 3.7. Packages of EN Eurocode Parts
4.8. 3.8. Adoption of the Eurocodes nationally and period of co-existence of EN Eurocodes with National Rules
4.8.1. 3.8.1. Requirements for adoption
4.8.2. 3.8.2. Transitional arrangements
4.8.3. 3.8.3. Periods in the Transitional Arrangements
5. 4. Maintenance of the EN-Eurocodes
6. 5. Commission recommendation on the Eurocodes
7. References
II. The construction products directive and essential requirements for products (Pages II-1 to II-8)
1. Summary
2. 1. Introduction
2.1. 1.1. Background materials
3. 2. Background to eurocodes and their status
3.1. 2.1. Background documents
4. 3. Ce marking under the construction products directive
4.1. 3.1. General
4.2. 3.2. The framework of the CPD
5. 4. A system of harmonised technical specifications
5.1. 4.1. General
5.2. 4.2. Annex ZA
6. 5. An agreed system of attestation and conformity for each product family
6.1. 5.1. General
6.2. 5.2. Attestation systems and tasks
6.3. 5.3. Manufacturer's declaration of conformity and technical file
7. 6. A framework of notified bodies
7.1. 6.1. Attestation bodies
7.2. 6.2. ETA approved bodies
8. 7. Ce marking of products
8.1. 7.1. General
8.2. 7.2. Quality marks
9. 8. Compliance with the structural Eurocodes and the construction products directive
9.1. 8.1. The essential requirements
9.2. 8.2. Methods of satysfying the Essential Requirements
10. References
III. Interpretative Document 1 - Mechanical Resistance and Stability (Pages III-1 to III-13)
1. Summary
2. 1. Introduction
3. 2. Interpretative Documents to the eventual requirements
3.1. 2.1. Purpose of the Interpretative Documents
3.2. 2.2. Purpose and scope of ER1: Mechanical Resistance and Stability
3.3. 2.3. Definition of ER1: Mechanical Resistance and Stability
3.4. 2.4. Effects of Essential Requirements on Member States
4. 3. Levels or classes for Essential Requirements and for related product performances
5. 4. Meaning of the general terms used in the Interpretative Documents
5.1. 4.1. Definitions in EN 1990
5.2. 4.2. General Terms
5.2.1. 4.2.1. Construction Works
5.2.2. 4.2.2. Construction products
5.2.3. 4.2.3. Normal Maintenance
5.2.4. 4.2.4. Intended Use
5.2.5. 4.2.5. Economically reasonable working life
5.2.6. 4.2.6. Actions
5.2.7. 4.2.7. Performance
6. 5. EN 1990 and ER1: Mechanical Resistance and Stability
7. 6. Explanation of the Essential Requirement 'Mechanical Resistance and Stability'
7.1. 6.1. General
7.2. 6.2. Meaning of terms used in the text of the Essential Requirement, 'Mechanical Resistance and Stability
7.2.1. 6.2.1. Load Bearing Construction
7.2.2. 6.2.2. Loading that are liable to act on the works
7.2.3. 6.2.3. Collapse
7.2.4. 6.2.4. Inadmissible deformation
7.2.5. 6.2.5. Damage by an event to an extent disproportionate to the original cause
7.3. 6.3. Other Specific Terms
8. 7. Basis for Verification of the satisfaction of the Essential Requirement 'Mechanical Resistance and Stability'
8.1. 7.1. General
8.2. 7.2. Actions
8.3. 7.3. Verification of the satisfaction of the Essential Requirements
8.4. 7.4. Methods for verifying mechanical resistance and stability of works
9. 8. Technical specifications and guidelines for european technical approval
9.1. 8.1. General
9.2. 8.2. Provisions concerning works or parts of them
9.2.1. 8.2.1. Basis for verification
9.2.2. 8.2.2. Action
9.2.3. 8.2.3. Partial safety factor format
9.2.4. 8.2.4. Simplified rules
9.3. 8.3. Provisions concerning products
9.3.1. 8.3.1. Products and related characteristics which may be relevant to the Essential Requirements
9.3.2. 8.3.2. Performance of product and attestation of conformity of products
10. 9. Working life, Durabilty
10.1. 9.1. Treatment of working life of construction works in relation to the Essential Requirement
11. References
12. Appendix a to Chapter III
IV. General principles of fire safety - ID2 (Pages IV-1) to IV-14)
1. Summary
2. 1. Introduction
2.1. 1.1. Background documents
2.2. 1.2. General principles
3. 2. Interpretative document - ID2
3.1. 2.1. General description
3.2. 2.2. Fire Safety Strategy
3.3. 2.3. Engineering approach to Fire Safety
3.4. 2.4. Thermal actions
3.5. 2.5. Fire resistance of structures
3.6. 2.6. Verification of the satisfaction of the Essential Requirement
4. 3. Fire safety in Eurocodes
4.1. 3.1. General
4.2. 3.2. Basic approaches in EN 1991-1-2
5. 4. Design procedure
5.1. 4.1. Design fire scenarios
5.2. 4.2. Mechanical analysis
6. 5. Concluding remarks
6.1. 5.1. Fire safety in Eurocodes
6.2. 5.2. General remarks
7. References
8. Attachment - TempTime.mcd, TpTime.mcd
V. Limit states and Methods of Partial factors (Pages V-1 to V-16)
1. Summary
2. 1. Introduction
2.1. 1.1. Background documents
2.2. 1.2. General principles
3. 2. The method's limitations
4. 3. Design values
4.1. 3.1. Design values for actions
4.2. 3.2. Design values of actions effects
4.3. 3.3. Design values of structural materials and members properties
4.4. 3.4. Design values for geometric data
4.5. 3.5. Design resistance
5. 4. Ultimate limit states
5.1. 4.1. Definition of ultimate limit states
5.2. 4.2. Verification of resistance and equilibrium at limit states
6. 5. Serviceability limit states
7. 6. Example: ULS and SLS in a frame structure
8. 7. Combinations of action
9. References
VI. Classification of actions (Pages VI-1 to VI-12)
1. Summary
2. 1. Introduction
2.1. 1.1. Background documents
3. 2. Actions and effect of actions
3.1. 2.1. Definition of actions
4. 3. Classification of the actions
4.1. 3.1. General
4.2. 3.2. By their variation in time
4.3. 3.3. By their origin
4.4. 3.4. By their variation in space
4.5. 3.5. By their nature of structural response
4.6. 3.6. Environmental influences
4.7. 3.7. Bounded and unbounded actions
4.8. 3.8. Example
5. 4. Characteristic values
5.1. 4.1. General
5.2. 4.2. Permanent actions
5.3. 4.3. Variable actions
5.4. 4.4. Accidental actions
5.5. 4.5. Examples
6. 5. Representative values
6.1. 5.1. General
6.2. 5.2. The conbination value of a variable action (ψ0 Qk)
6.3. 5.3. The frequent value of a variable action (ψ1 Qk)
6.4. 5.4. The quasi-permament value of a variable action (ψ2 Qk)
7. 6. Representation of the dynamic actions
8. 7. Representation of the fatigue actions
9. 8. Representation of the geotechnical actions
10. 9. Representation of the environmental influences
12. References
VII. Resistance and geometric data (Pages VII-1 to VII-15)
1. Summary
2. 1. Introduction
2.1. 1.1. Background documents
2.2. 1.2. General principles
3. 2. Characteristic values
3.1. 2.1. General
3.2. 2.2. Determination of the characteristic values
4. 3. Basic statistical technique
4.1. 3.1. Normal and general lognormal distribution
4.2. 3.2. Lognormal distribution with the lower bound at zero
5. 4. Geometrical data
6. References
7. Appendix A; Basic material properties, fatigue behaviour
8. Appendix B; Tolerances for the overall imperfections
VIII. Load combinations according to en 1990 (Page VIII-1 to VIII-18)
1. Summary
2. 1. Introduction
2.1. 1.1. Background documents
2.2. 1.2. General principles
3. 2. Verification of limit states
3.1. 2.1. Verification of static equilibrium and strength
3.2. 2.2. Verification of serviceability limit state
4. 3. Combination of actions
4.1. 3.1. General
4.2. 3.2. Combinations of action in persistent and transient design situations
4.3. 3.3. Combinations of action for accidental and seismic design situations
4.4. 3.4. Combinations of action for serviceability limit states
5. 4. Examples
5.1. 4.1. Cantilevered beam
5.2. 4.2. Continuous beam of three spans
5.3. 4.3. Cantilevered frame
6. 5. Concluding remarks
7. References
Appendix A - Guidance Paper L (April 2003) (Page A-1 to A-36) (concerning the Construction Products Directive 89/106/EEC)