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Fédération internationale du béton.

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fib model code for concrete structures 2010

Record Type:	Electronic resources : Monograph/item
Title/Author:	fib model code for concrete structures 2010/ International Federation for Structural Concrete (fib)
Published:	Lausanne, Switzerland :Ernst & Sohn, a Wiley brand, : 2013.,
Description:	1 online resource (xxxiii, 436 p.) :ill.
[NT 15003449]:	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
[NT 15003449]:	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
[NT 15003449]:	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
[NT 15003449]:	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
[NT 15003449]:	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; 5.1.4 Compressive strength.
Subject:	Concrete - Cracking. -
Online resource:	http://onlinelibrary.wiley.com/book/10.1002/9783433604090
ISBN:	9783433604083 (electronic bk.)

fib model code for concrete structures 2010
fib model code for concrete structures 2010[electronic resource] /International Federation for Structural Concrete (fib) - Lausanne, Switzerland :Ernst & Sohn, a Wiley brand,2013. - 1 online resource (xxxiii, 436 p.) :ill.

Includes index.

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

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: con.

ISBN: 9783433604083 (electronic bk.)Subjects--Topical Terms:

672841
Concrete
--Cracking.

LC Class. No.: TA681

Dewey Class. No.: 624.1

fib model code for concrete structures 2010
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020 $a 9783433604090 (electronic bk.)
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050 4 $a TA681
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245 0 0 $a fib model code for concrete structures 2010 $h [electronic resource] / $c International Federation for Structural Concrete (fib)
260 $a Lausanne, Switzerland : $b Ernst & Sohn, a Wiley brand, $c 2013.
300 $a 1 online resource (xxxiii, 436 p.) : $b ill.
504 $a Includes index.
505 0 $a 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
505 8 $a 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
505 8 $a 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
505 8 $a 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
505 8 $a 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; 5.1.4 Compressive strength.
520 $a 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: con.
588 $a Description based on online resource; title from PDF title page (Wiley, viewed November 13, 2013)
650 0 $a Concrete $x Cracking. $3 672841
650 0 $a Concrete construction. $3 660050
650 0 $a Strains and stresses. $3 604938
710 2 $a Fédération internationale du béton. $3 2084447
856 4 0 $u http://onlinelibrary.wiley.com/book/10.1002/9783433604090