LEADER 03890oam 2200649I 450 001 9910785384203321 005 20230725025224.0 010 $a0-429-07720-3 010 $a1-4822-8871-0 010 $a1-282-91911-3 010 $a9786612919114 010 $a0-203-87939-2 024 7 $a10.1201/9781482288711 035 $a(CKB)2670000000052525 035 $a(EBL)592944 035 $a(OCoLC)681484231 035 $a(SSID)ssj0000443360 035 $a(PQKBManifestationID)11325881 035 $a(PQKBTitleCode)TC0000443360 035 $a(PQKBWorkID)10455197 035 $a(PQKB)10479283 035 $a(MiAaPQ)EBC592944 035 $a(Au-PeEL)EBL592944 035 $a(CaPaEBR)ebr10428045 035 $a(CaONFJC)MIL291911 035 $a(OCoLC)1027746363 035 $a(EXLCZ)992670000000052525 100 $a20180706d2010 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aTime-Dependent Behaviour of Concrete Structures /$fRaymond Ian Gilbert, Gianluca Ranzi 205 $aFirst edition. 210 1$aBoca Raton, FL :$cCRC Press,$d2010. 215 $a1 online resource (447 p.) 300 $aDescription based upon print version of record. 311 $a0-415-49384-6 320 $aIncludes bibliographical references and index. 327 $aBook Cover; Title; Copyright; Contents; Preface; Acknowledgements; Notation and sign convention; 1 Time-dependent deformation; 2 Material properties; 3 Design for serviceability: Deflection and crack control; 4 Uncracked sections: Axial loading; 5 Uncracked sections: Axial force and uniaxial bending; 6 Uncracked sections: Axial force and biaxial bending; 7 Cracked sections; 8 Members and structures; 9 Stiffness method and finite-element modelling; Appendix A: Analytical formulations: Euler-Bernoulli beam model; Index 330 2 $a"Serviceability failures of concrete structures involving excessive cracking or deflection are relatively common, even in structures that comply with code requirements. This is often as a result of a failure to adequately account for the time-dependent deformations of concrete in the design of the structure. The serviceability provisions embodied in codes of practice are relatively crude and, in some situations, unreliable and do not adequately model the in-service behaviour of structures. In particular, they fail to adequately account for the effects of creep and shrinkage of the concrete. Design for serviceability is complicated by the non-linear and inelastic behaviour of concrete at service loads. Providing detailed information, this book helps engineers to rationally predict the time-varying deformation of concrete structures under typical in-service conditions. It gives analytical methods to help anticipate time-dependent cracking, the gradual change in tension stiffening with time, creep induced deformations and the load independent strains caused by shrinkage and temperature changes. The calculation procedures are illustrated with many worked examples.A vital guide for practising engineers and advanced students of structural engineering on the design of concrete structures for serviceability and provides a penetrating insight into the time-dependent behaviour of reinforced and prestressed concrete structures."--Provided by publisher. 606 $aConcrete$xDeterioration 606 $aConcrete$xService life 606 $aConcrete construction 615 0$aConcrete$xDeterioration. 615 0$aConcrete$xService life. 615 0$aConcrete construction. 676 $a624.1/834 700 $aGilbert$b Raymond Ian$01466477 702 $aRanzi$b Gianluca 801 0$bFlBoTFG 801 1$bFlBoTFG 906 $aBOOK 912 $a9910785384203321 996 $aTime-Dependent Behaviour of Concrete Structures$93676965 997 $aUNINA