Eurocode - Basis of structural design
Series: British standard.Publisher: London : British Standards Institution, c2009.Description: 114 p. : ill. ; 30 cm.ISBN: 9780580657740Other title: BS EN 1990:2002+A1:2005.Subject(s): Standards | EurocodesDDC classification: 624.1771 EU RO| Item type | Home library | Call number | Status | Notes | Date due | Barcode | Item holds |
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| TEACHER REF | University of Wollongong in Dubai Tardis | 624.1771 EU RO (Browse shelf) | Available | July2019 | T0062556 |
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| 624.17 HI ST Structural analysis | 624.1771 EU RO Eurocode 1 : Actions on structures | 624.1771 EU RO Organization and digitization of information about buildings and civil engineering works, including building information modelling (BIM) - Information management using building information modelling | 624.1771 EU RO Eurocode - Basis of structural design | 624.1771 EU RO Eurocode 6 : Design of masonry structures | 624.1771 EU RO Eurocode 6 : Design of masonry structures | 624.1771 EU RO Eurocode 4 : Design of composite steel and concrete structures |
FOREWORD: BACKGROUND OF THE EUROCODE PROGRAMME STATUS AND FIELD OF APPLICATION OF EUROCODES NATIONAL STANDARDS IMPLEMENTING EUROCODES
LINKS BETWEEN EUROCODES AND HARMONISED TECHNICAL
SPECIFICATIONS (ENs AND ETAs) FOR PRODUCTS
ADDITIONAL INFORMATION SPECIFIC TO EN 1990
NATIONAL ANNEX FOR EN 1990
SECTION 1 - GENERAL
1.1 SCOPE
1.2 NORMATIVE REFERENCES
1.3 ASSUMPTIONS
1.4 DISTINCTION BETWEEN PRINCIPLES AND APPLICATION RULES
1.5 TERMS AND DEFINITIONS
1.6 SYMBOLS
SECTION 2 - REQUIREMENTS
2.1 BASIC REQUIREMENTS
2.2 RELIABILITY MANAGEMENT
2.3 DESIGN WORKING LIFE
2.4 DURABILITY
2.5 QUALITY MANAGEMENT
SECTION 3 - PRINCIPLES OF LIMIT STATES DESIGN
3.1 GENERAL
3.2 DESIGN SITUATIONS
3.3 ULTIMATE LIMIT STATES
3.4 SERVICEABILITY LIMIT STATES
3.5 LIMIT STATE DESIGN
SECTION 4 - BASIC VARIABLES
4.1 ACTIONS AND ENVIRONMENTAL INFLUENCES
4.2 MATERIAL AND PRODUCT PROPERTIES
4.3 GEOMETRICAL DATA
SECTION 5 - STRUCTURAL ANALYSIS AND DESIGN ASSISTED BY
TESTING
5.1 STRUCTURAL ANALYSIS
5.2 DESIGN ASSISTED BY TESTING
SECTION 6 - VERIFICATION BY THE PARTIAL FACTOR METHOD
6.1 GENERAL
6.2 LIMITATIONS
6.3 DESIGN VALUES
6.4 ULTIMATE LIMIT STATES
6.5 SERVICEABILITY LIMIT STATES
ANNEX A1 (NORMATIVE) - APPLICATION FOR BUILDINGS
A1.1 FIELD OF APPLICATION
A1.2 COMBINATIONS OF ACTIONS
A1.3 ULTIMATE LIMIT STATES
A1.4 SERVICEABILITY LIMIT STATES
ANNEX A2 (NORMATIVE) - APPLICATION FOR BRIDGES
National Annex for EN 1990 Annex A2
A2.1 FIELD OF APPLICATION
A2.2 COMBINATIONS OF ACTIONS
A2.3 ULTIMATE LIMIT STATES
A2.4 SERVICEABILITY AND OTHER SPECIFIC LIMIT STATES
ANNEX B (INFORMATIVE) - MANAGEMENT OF STRUCTURAL
RELIABILITY FOR CONSTRUCTION WORKS
B1 SCOPE AND FIELD OF APPLICATION
B2 SYMBOLS
B3 RELIABILITY DIFFERENTIATION
B4 DESIGN SUPERVISION DIFFERENTIATION
B5 INSPECTION DURING EXECUTION
B6 PARTIAL FACTORS FOR RESISTANCE PROPERTIES
ANNEX C (INFORMATIVE) - BASIS FOR PARTIAL FACTOR DESIGN
AND RELIABILITY ANALYSIS
C1 SCOPE AND FIELD OF APPLICATIONS
C2 SYMBOLS
C3 INTRODUCTION
C4 OVERVIEW OF RELIABILITY METHODS
C5 RELIABILITY INDEX BETA
C6 TARGET VALUES OF RELIABILITY INDEX BETA
C7 APPROACH FOR CALIBRATION OF DESIGN VALUES
C8 RELIABILITY VERIFICATION FORMATS IN EUROCODES
C9 PARTIAL FACTORS IN EN 1990
C10 PSI[0] FACTORS
ANNEX D (INFORMATIVE) - DESIGN ASSISTED BY TESTING
D1 SCOPE AND FIELD OF APPLICATION
D2 SYMBOLS
D3 TYPES OF TESTS
D4 PLANNING OF TESTS
D5 DERIVATION OF DESIGN VALUES
D6 GENERAL PRINCIPLES FOR STATISTICAL EVALUATIONS
D7 STATISTICAL DETERMINATION OF A SINGLE PROPERTY
D8 STATISTICAL DETERMINATION OF RESISTANCE MODELS
BIBLIOGRAPHY
Describes Principles and requirements for the safety, serviceability and durability of structures, describes the basis for their design and verification and gives guidelines for related aspects of structural reliability.