000 03555 a2200181 4500
999 _c36090
_d36090
020 _a9780580657740
082 _a624.1771 EU RO
245 _aEurocode - Basis of structural design
_cBritish standard
246 _aBS EN 1990:2002+A1:2005
260 _aLondon :
_bBritish Standards Institution,
_cc2009.
300 _a114 p. :
_bill. ;
_c30 cm.
490 _aBritish standard
505 _aFOREWORD: 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
520 _aDescribes 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.
650 _aStandards
_929551
650 _aEurocodes
_929553
942 _cREGULAR