Fib model code for concrete structures 2010 /

• Συγγραφή απο Οργανισμό/Αρχή: Fédération internationale du béton
• Μορφή: Ηλ. βιβλίο
• Γλώσσα: English
• Έκδοση: Lausanne, Switzerland : Ernst & Sohn, a Wiley brand, [2013]
• Θέματα: Concrete > Cracking.; Concrete construction.; Strains and stresses.; TECHNOLOGY & ENGINEERING > Civil > General.; Electronic books.

The International Federation for Structural Concrete (fib) is a pre-normative organization. 'Pre-normative' implies pioneering work in codification. This work has now been realized with the fib Model Code 2010. The objectives of the fib Model Code 2010 are to serve as a basis for future co...

Πίνακας περιεχομένων:

• Cover; Title Page; Contents; Contributors; Notations; Acronyms; Preface; 1 Scope; 1.1 Aim of the fib Model Code 2010; 1.2 Format; 1.3 Levels of approximation; 1.4 Structure of the fib Model Code 2010; 2 Terminology; 2.1 Definitions; 2.2 References; 3 Basic principles; 3.1 General; 3.1.1 Levels of performance; 3.1.2 Levels-of-approximation approach; 3.2 Performance-based design and assessment; 3.2.1 General approach; 3.2.2 Basis for verification; 3.3 Performance requirements for serviceability, structural safety, service life and reliability.
• 3.3.1 Performance criteria for serviceability and structural safety; 3.3.1.1 Serviceability limit states; 3.3.1.2 Ultimate limit states; 3.3.1.3 Robustness; 3.3.2 Service life; 3.3.2.1 Specified service life and residual service life; 3.3.2.2 Verification of service life; 3.3.3 Reliability; 3.3.3.1 Target reliability level; 3.3.3.2 Component reliability and system reliability; 3.4 Performance requirements for sustainability; 3.4.1 General; 3.4.2 Performance requirements for environmental impact; 3.4.3 Performance requirements for impact on society; 3.5 Life cycle management; 3.5.1 General.
• 3.5.2 Quality management; 3.5.2.1 General; 3.5.2.2 Project quality plan; 3.5.2.3 Life cycle file; 3.5.3 Quality management in design; 3.5.3.1 Objectives; 3.5.3.2 Design file; 3.5.3.3 Briefing phase; 3.5.3.4 Scouting phase; 3.5.3.5 Basis of design phase; 3.5.3.6 Project specification phase; 3.5.3.7 Final design phase; 3.5.3.8 Detailed design phase; 3.5.4 Quality management in construction; 3.5.4.1 Objectives; 3.5.4.2 As-built documentation (birth certificate document); 3.5.5 Quality management in conservation; 3.5.5.1 Objectives; 3.5.5.2 Service life file.
• 3.5.6 Quality management in dismantlement; 3.5.6.1 Objectives; 3.5.6.2 Dismantlement document; 4 Principles of structural design; 4.1 Design situations; 4.2 Design strategies; 4.3 Design methods; 4.3.1 Limit state design principles; 4.3.2 Safety formats; 4.4 Probabilistic safety format; 4.4.1 General; 4.4.2 Basic rules for probabilistic approach; 4.5 Partial factor format; 4.5.1 General; 4.5.1.1 Basic variables; 4.5.1.2 Design condition; 4.5.1.3 Design values of basic variables; 4.5.1.4 Representative values of basic variables; 4.5.2 Basic rules for partial factor approach; 4.5.2.1 General.
• 4.5.2.2 Ultimate limit states; 4.5.2.3 Fatigue verification; 4.5.2.4 Verification of structures subjected to impact and explosion; 4.5.2.5 Serviceability limit states; 4.6 Global resistance format; 4.6.1 General; 4.6.2 Basic rules for global resistance approach; 4.6.2.1 Representative variables; 4.6.2.2 Design condition; 4.7 Deemed-to-satisfy approach; 4.7.1 General; 4.7.2 Durability related exposure categories; 4.8 Design by avoidance; 5 Materials; 5.1 Concrete; 5.1.1 General and range of applicability; 5.1.2 Classification by strength; 5.1.3 Classification by density.