FIB model code for concrete structures 2010

Bibliographic Information

FIB model code for concrete structures 2010

[ed. Paul Beverly]

Ernst, 2013

  • hbk.

Available at  / 6 libraries

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Description and Table of Contents

Description

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 codes for concrete structures, and present new developments with regard to concrete structures, structural materials and new ideas in order to achieve optimum behaviour. The fib Model Code 2010 is now the most comprehensive code on concrete structures, including their complete life cycle: conceptual design, dimensioning, construction, conservation and dismantlement. It is expected to become an important document for both national and international code committees, practitioners and researchers. 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.

Table of Contents

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

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Details

  • NCID
    BB20019942
  • ISBN
    • 9783433030615
  • Country Code
    gw
  • Title Language Code
    eng
  • Text Language Code
    eng
  • Place of Publication
    Berlin
  • Pages/Volumes
    xxxi, 402 p.
  • Size
    31 cm
  • Classification
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