LEADER 00962cam0-2200313---450- 001 990004948130403321 005 20081205092320.0 035 $a000494813 035 $aFED01000494813 035 $a(Aleph)000494813FED01 035 $a000494813 100 $a19990604d1963----km-y0itay50------ba 101 0 $afre 102 $aDE 105 $ay-------001yy 200 1 $a<>formation du systčme roman des conjonctions de subordination$fJózsef Herman 210 $aBerlin$cAkademie$d1963 215 $a274 p.$d24 cm 225 1 $aDeutsche Akademie der Wissenschaften zu Berlin$v18 610 0 $aLingue romanze$aGrammatica 676 $a440.045$v21$zita 700 1$aHerman,$bJózsef$0402522 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990004948130403321 952 $a440.045 HER 1$bFil. Mod. 10324$fFLFBC 959 $aFLFBC 996 $aFormation du systčme roman des conjonctions de subordination$9527511 997 $aUNINA LEADER 05324nam 22006854a 450 001 996218380803316 005 20200520144314.0 010 $a1-281-30838-2 010 $a9786611308384 010 $a0-470-79362-7 010 $a0-470-77462-2 010 $a1-4051-6839-0 035 $a(CKB)1000000000327141 035 $a(EBL)351026 035 $a(OCoLC)315655828 035 $a(SSID)ssj0000071610 035 $a(PQKBManifestationID)11110111 035 $a(PQKBTitleCode)TC0000071610 035 $a(PQKBWorkID)10091059 035 $a(PQKB)11786839 035 $a(MiAaPQ)EBC351026 035 $a(PPN)14047661X 035 $a(Au-PeEL)EBL351026 035 $a(CaPaEBR)ebr10249053 035 $a(CaONFJC)MIL130838 035 $a(EXLCZ)991000000000327141 100 $a20040113d2004 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aComposite structures of steel and concrete$b[electronic resource] $ebeams, slabs, columns, and frames for buildings /$fR.P. Johnson 205 $a3rd ed. 210 $aMalden, MA $cBlackwell Pub.$dc2004 215 $a1 online resource (250 p.) 300 $aDescription based upon print version of record. 311 $a1-4051-0035-4 320 $aIncludes bibliographical references and index. 327 $aContents; Preface; Symbols, terminology and units; Chapter 1 Introduction; 1.1 Composite beams and slabs; 1.2 Composite columns and frames; 1.3 Design philosophy and the Eurocodes; 1.3.1 Background; 1.3.2 Limit state design philosophy; Basis of design, and actions; Resistances; Combinations of actions; Comments on limit state design philosophy; 1.4 Properties of materials; 1.5 Direct actions (loading); 1.6 Methods of analysis and design; Chapter 2 Shear connection; 2.1 Introduction; 2.2 Simply-supported beam of rectangular cross-section; 2.2.1 No shear connection; 2.2.2 Full interaction 327 $a2.3 Uplift2.4 Methods of shear connection; 2.4.1 Bond; 2.4.2 Shear connectors; 2.4.3 Shear connection for profiled steel sheeting; 2.5 Properties of shear connectors; 2.5.1 Stud connectors used with profiled steel sheeting; 2.6 Partial interaction; 2.7 Effect of slip on stresses and deflections; 2.8 Longitudinal shear in composite slabs; 2.8.1 The m-k or shear-bond test; Chapter 3 Simply-supported composite slabs and beams; 3.1 Introduction; 3.2 Example: layout, materials and loadings; 3.3 Composite floor slabs; 3.3.1 Resistance of composite slabs to sagging bending 327 $a3.3.2 Resistance of composite slabs to longitudinal shear3.3.3 Resistance of composite slabs to vertical shear; 3.3.4 Punching shear; 3.3.5 Bending moments from concentrated point and line loads; 3.3.6 Serviceability limit states for composite slabs; 3.3.7 Fire resistance; Partial safety factors for fire; Design action effects for fire; Thermal properties of materials; Design methods for resistance to .re; Simple calculation model for unprotected composite slab; 3.4 Example: composite slab; 3.4.1 Profiled steel sheeting as shuttering; 3.4.2 Composite slab - flexure and vertical shear 327 $a3.4.3 Composite slab - longitudinal shear3.4.4 Local effects of point load; 3.4.5 Composite slab - serviceability; 3.4.6 Composite slab - fire design; 3.4.7 Comments on the design of the composite slab; 3.5 Composite beams - sagging bending and vertical shear; 3.5.1 Effective cross-section; 3.5.2 Classification of steel elements in compression; 3.5.3 Resistance to sagging bending; Cross-sections in Class 1 or 2; Cross-sections in Class 3 or 4; 3.5.4 Resistance to vertical shear; 3.6 Composite beams - longitudinal shear; 3.6.1 Critical lengths and cross-sections 327 $a3.6.2 Ductile and non-ductile connectors3.6.3 Transverse reinforcement; Design rules for transverse reinforcement in solid slabs; Transverse reinforcement in composite slabs; 3.6.4 Detailing rules; 3.7 Stresses, deflections and cracking in service; 3.7.1 Elastic analysis of composite sections in sagging bending; 3.7.2 The use of limiting span-to-depth; 3.8 Effects of shrinkage of concrete and of temperature; 3.9 Vibration of composite .oor structures; 3.9.1 Prediction of fundamental natural frequency; 3.9.2 Response of a composite floor to pedestrian traffic 327 $a3.10 Fire resistance of composite beams 330 $aThis book sets out the basic principles of composite construction with reference to beams, slabs, columns and frames, and their applications to building structures. It deals with the problems likely to arise in the design of composite members in buildings, and relates basic theory to the design approach of Eurocodes 2, 3 and 4.The new edition is based for the first time on the finalised Eurocode for steel/concrete composite structures. 606 $aComposite construction 606 $aBuilding, Iron and steel 606 $aConcrete construction 608 $aElectronic books. 615 0$aComposite construction. 615 0$aBuilding, Iron and steel. 615 0$aConcrete construction. 676 $a624.1/821 700 $aJohnson$b R. P$g(Roger Paul)$0887320 801 0$bMiAaPQ 906 $aBOOK 912 $a996218380803316 996 $aComposite structures of steel and concrete$91982272 997 $aUNISA