LEADER 04069oam 2200709I 450 001 9910821702503321 005 20230803215935.0 010 $a0-429-07862-5 010 $a1-4822-7169-9 010 $a1-280-14016-X 010 $a9786610140169 010 $a0-203-62733-4 024 7 $a10.1201/9781482271690 035 $a(CKB)1000000000358363 035 $a(EBL)183063 035 $a(OCoLC)475898316 035 $a(SSID)ssj0000294391 035 $a(PQKBManifestationID)11234292 035 $a(PQKBTitleCode)TC0000294391 035 $a(PQKBWorkID)10311787 035 $a(PQKB)10324137 035 $a(MiAaPQ)EBC183063 035 $a(Au-PeEL)EBL183063 035 $a(CaPaEBR)ebr10166147 035 $a(CaONFJC)MIL14016 035 $a(OCoLC)1027759461 035 $a(EXLCZ)991000000000358363 100 $a20180706d2014 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 00$aDurability Design of Concrete Structures /$feditors, A. Sarja, E. Vesikari 205 $aFirst edition. 210 1$aBoca Raton, FL :$cCRC Press,$d2014. 215 $a1 online resource (93 p.) 225 1 $aRILEM report ;$v14 300 $aDescription based upon print version of record. 311 $a0-203-63254-0 311 $a0-419-21410-0 320 $aIncludes bibliographical references and index. 327 $aBook Cover; Half-Title; Title; Copyright; Contents; Preface; 1 Introduction; 1.1 BACKGROUND; 1.2 AIM OF THE WORK; 2 Definitions and explanation of durability concepts; 2.1 DEFINITIONS; 2.2 EXPLANATION OF SOME DURABILITY CONCEPTS; 3 Methods of durability design; 3.1 GENERAL; 3.2 THEORY OF FAILURE PROBABILITY AND SERVICE LIFE; 3.3 BASIC FORMULATION OF DURABILITY DESIGN; 4 Examples of durability design by stochastic methods; 4.1 GENERAL; 4.2 DESIGN WITH PERFORMANCE PRINCIPLE WHEN R AND S ARE NORMALLY DISTRIBUTED; 4.3 DURABILITY DESIGN WITH LOG-NORMAL SERVICE LIFE DISTRIBUTION 327 $a5 Determination of lifetime safety factors5.1 THE MEANING OF LIFETIME SAFETY FACTOR; 5.2 LIFETIME SAFETY FACTORS AS DETERMINED BY STOCHASTIC METHODS; 5.3 DETERMINATION OF LIFETIME SAFETY FACTORS FOR STRUCTURAL DURABILITY DESIGN; 6 Structural durability design; 6.1 FORMULATION OF LOAD-BEARING CAPACITY WITH TIME; 6.2 PROPOSED PROCEDURES FOR STRUCTURAL DURABILITY DESIGN; 6.3 EXAMPLES OF THE DESIGN PROCEDURE; 7 Durability models; 7.1 TYPES OF DURABILITY MODELS; 7.2 DEVELOPMENT OF DURABILITY MODELS FOR DURABILITY DESIGN; 8 Durability models for some degradation processes 327 $a8.1 ABOUT THE MODELS8.2 FROST ATTACK; 8.3 SURFACE DETERIORATION; 8.4 ABRASION OF CONCRETE BY ICE; 8.5 CORROSION OF REINFORCEMENT; 9 Summary and conclusions; 9.1 DURABILITY DESIGN IN THIS DESIGN GUIDE; 9.2 NEEDS FOR FURTHER DEVELOPMENT OF DURABILITY DESIGN; Appendix Stochastic modelling of degradation by the Markov chain method; Bibliography; RILEM; Index 330 2 $a"Concrete structures can be designed for durability by applying the principles and procedures of reliability theory combined with traditional structural design. This book is the first systematic attempt to introduce into structural design a general theory of structural reliability and existing calculation models for common degradation processes. It covers both the theoretical background and practical design for service life and includes worked examples which highlight the application of the design procedure and methods."--Provided by publisher. 410 0$aRILEM report ;$v14. 606 $aReinforced concrete construction 606 $aConcrete construction 615 0$aReinforced concrete construction. 615 0$aConcrete construction. 676 $a624.1834 702 $aSarja$b A. 702 $aVesikari$b E. 712 02$aRILEM Technical Committee 130-CSL. 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910821702503321 996 $aDurability Design of Concrete Structures$93934384 997 $aUNINA