fib Model Code for Concrete Structures 2010

1. Auflage 2013
ISBN: 978-3-433-03061-5
Verlag: Ernst W. + Sohn Verlag

Buch, Englisch, Deutsch, 434 Seiten, Format (B × H): 215 mm x 302 mm, Gewicht: 1479 g

Die International Federation for Structural Concrete (fib) ist eine pränormative Organisation. 'Pränormativ' impliziert Pionierarbeit im Bereich Kodifizierung bzw. Erarbeitung von Normen und Bestimmungen. Der fib Model Code 2010 soll die Grundlage für zukünftige Normen für das Entwerfen und Bemessen von Betonkonstruktionen bilden und neue Entwicklungen bei konstruktiven Baustoffen sowie neue Ideen für das Erreichen von optimalem Betonverhalten präsentieren.
Der aktuelle fib Model Code 2010 ist der umfassendste Code zu Betonbauwerken, der den Faktor 'Zeit', also den gesamten Lebenszyklus - konzeptionelle Entwicklung, Auslegung, Bau, Erhalt und Demontage - umfasst. Der fib Model Code 2010 ist ein wichtiges Grundlagenwerk für nationale und internationale Normenausschüsse, Praktiker und Forscher.

Der fib Model Code 2010 wurde in den vergangenen 10 Jahren dank der Bemühungen von Joost Walraven (Convener; Technische Universität, Niederlande), Agnieszka Bigaj-van Vliet (Technische Leiterin; TNO Built Environment and Geosciences, Niederlande) sowie weiterer Experten aus 44 Ländern aus fünf Kontinenten erstellt.

Autoren/Hrsg.

Fachgebiete

• Technische Wissenschaften Bauingenieurwesen Normen (Bauingenieurwesen)
• Technische Wissenschaften Bauingenieurwesen Konstruktiver Ingenieurbau, Baustatik

Inhaltsverzeichnis

1 SCOPE
- Aim of the Model Code
- Format
- Levels of approximation
- Structure of the Model Code2
2 TERMINOLOGY
- Definitions
- References
3 BASIC PRINCIPLES
- General
- Performance-based design and assessment
- Performance requirements for serviceability, structural safety, service life and reliability
- Performance requirements for sustainability
- Life Cycle Management
4 PRINCIPLES OF STRUCTURAL DESIGN
- Design situations
- Design strategies
- Design methods
- Probabilistic safety format
- Partial factor format
- Global resistance format
- Deemed-to-satisfy approach
- Design by avoidance
5 MATERIALS
- Concrete
- Reinforcing steel
- Prestressing steel
- Prestressing systems
- Non-metallic reinforcement
- Fibres/Fibre Reinforced Concrete
6 INTERFACE CHARACTERISTICS
- Bond of embedded steel reinforcement
- Bond of non-metallic reinforcement
- Concrete to concrete
- Concrete to steel
7 DESIGN
- Conceptual design
- Structural analysis and dimensioning
- Verification of structural safety (ULS) for predominantly static loading
- Verification of structural safety (ULS) for non-static loading
- Verification of structural safety (ULS) for extreme thermal conditions
- Verification of serviceability (SLS) of RC and PC structures
- Verification of safety and serviceability of FRC structures
- Verification of limit states associated with durability
- Verification of robustness
- Verification of sustainability
- Verifications assisted by numerical simulations
- Verification assisted by testing
- Detailing
- Verification of anchorages in concrete
8 CONSTRUCTION
- General
-Execution management
- Reinforcing steel works
- Prestressing works
- Falsework and formwork
- Concreting
9 CONSERVATION
- General
- Conservation strategies and tactics
- Conservation management
- Condition survey
- Condition assessment
- Condition evaluation and decision-making
- Interventions
- Recording
10 DISMANTLEMENT
- General
- Preparing dismantlement
- Safety and health provisions

1 SCOPE
- Aim of the Model Code
- Format
- Levels of approximation
- Structure of the Model Code2
2 TERMINOLOGY
- Definitions
- References
3 BASIC PRINCIPLES
- General
- Performance-based design and assessment
- Performance requirements for serviceability, structural safety, service life and reliability
- Performance requirements for sustainability
- Life Cycle Management
4 PRINCIPLES OF STRUCTURAL DESIGN
- Design situations
- Design strategies
- Design methods
- Probabilistic safety format
- Partial factor format
- Global resistance format
- Deemed-to-satisfy approach
- Design by avoidance
5 MATERIALS
- Concrete
- Reinforcing steel
- Prestressing steel
- Prestressing systems
- Non-metallic reinforcement
- Fibres/Fibre Reinforced Concrete
6 INTERFACE CHARACTERISTICS
- Bond of embedded steel reinforcement
- Bond of non-metallic reinforcement
- Concrete to concrete
- Concrete to steel
7 DESIGN
- Conceptual design
- Structural analysis and dimensioning
- Verification of structural safety (ULS) for predominantly static loading
- Verification of structural safety (ULS) for non-static loading
- Verification of structural safety (ULS) for extreme thermal conditions
- Verification of serviceability (SLS) of RC and PC structures
- Verification of safety and serviceability of FRC structures
- Verification of limit states associated with durability
- Verification of robustness
- Verification of sustainability
- Verifications assisted by numerical simulations
- Verification assisted by testing
- Detailing
- Verification of anchorages in concrete
8 CONSTRUCTION
- General
-Execution management
- Reinforcing steel works
- Prestressing works
- Falsework and formwork
- Concreting
9 CONSERVATION
- General
- Conservation strategies and tactics
- Conservation management
- Condition survey
- Condition assessment
- Condition evaluation and decision-making
- Interventions
- Recording
10 DISMANTLEMENT
- General
- Preparing dismantlement
- Safety and health provisions

Über Autor(innen)

Herausgeber ist der fib (the International Federation for Structural Concrete). Der fib Model Code 2010 wurde in den vergangenen 10 Jahren dank der Bemühungen von Joost Walraven (Convener; Technische Universität, Niederlande), Agnieszka Bigaj-van Vliet (Technische Leiterin; TNO Built Environment and Geosciences, Niederlande) sowie weiterer Experten aus 44 Ländern aus fünf Kontinenten erstellt.

The fib Model Code 2010 was produced during the last ten years through an exceptional effort by Joost Walraven (Convener; Delft University of Technology, The Netherlands), Agnieszka Bigaj-van Vliet (Technical Secretary; TNO Built Environment and Geosciences, The Netherlands) as well as experts out of 44 countries from five continents.