LEADER 05625nam 2200733 a 450 001 9910821113903321 005 20240313151616.0 010 $a1-118-63536-1 010 $a1-299-24230-8 010 $a1-118-63540-X 035 $a(CKB)2670000000336836 035 $a(EBL)1129760 035 $a(OCoLC)829460540 035 $a(SSID)ssj0000904887 035 $a(PQKBManifestationID)11493078 035 $a(PQKBTitleCode)TC0000904887 035 $a(PQKBWorkID)10922415 035 $a(PQKB)10773761 035 $a(MiAaPQ)EBC1129760 035 $a(Au-PeEL)EBL1129760 035 $a(CaPaEBR)ebr10662558 035 $a(CaONFJC)MIL455480 035 $a(PPN)185434967 035 $a(EXLCZ)992670000000336836 100 $a20121127d2013 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 00$aReinforced concrete beams, columns and frames$b[electronic resource] $esection and slender member analysis /$fJostein Hellesland ... [et al.] 205 $a1st ed. 210 $aLondon $cISTE ;$aHoboken, N.J. $cWiley$d2013 215 $a1 online resource (322 p.) 225 0 $aCivil engineering and geomechanics series 300 $aDescription based upon print version of record. 311 $a1-84821-569-X 320 $aIncludes bibliographical references and index. 327 $aTitle Page; Contents; Preface; Chapter 1. Advanced Design at Ultimate Limit State (ULS); 1.1. Design at ULS - simplified analysis; 1.1.1. Simplified rectangular behavior - rectangular cross-section; 1.1.2. Simplified rectangular behavior - T-cross-section; 1.1.3. Comparison of design between serviceability limit state and ultimate limit state; 1.1.4. Biaxial bending of a rectangular cross-section; 1.2. ULS - extended analysis; 1.2.1. Bilinear constitutive law for concrete - rectangular cross-section; 1.2.2. Parabola-rectangle constitutive law for concrete - rectangular cross-section 327 $a1.2.3. T-cross-section - general resolution for bilinear or parabola- rectangle laws for concrete1.2.4. T-cross-section - general equations for composed bending with normal forces; 1.3. ULS - interaction diagram; 1.3.1. Theoretical formulation of the interaction diagram; 1.3.2. Approximation formulations; 1.3.3. Graphical results for general cross-sections; Chapter 2. Slender Compression Members - Mechanics and Design; 2.1. Introduction; 2.2. Analysis methods; 2.2.1. General; 2.2.2. Requirements to second-order analysis; 2.3. Member and system instability 327 $a2.3.1. Elastic critical load and effective (buckling) length2.3.2. System instability principles; 2.3.3. Concrete column instability - limit load; 2.4. First- and second-order load effects; 2.4.1. Global and local second-order effects; 2.4.2. Single members; 2.4.3. Frame mechanics - braced and bracing columns; 2.4.4. Moment equilibrium at joints; 2.5. Maximum moment formation; 2.5.1. Maximum first- and second-order moment at the same section; 2.5.2. Maximum first- and second-order moment at different sections; 2.5.3. Curvature-based maximum moment expression 327 $a2.5.4. Unbraced frame application example2.6. Local and global slenderness limits; 2.6.1. Local, lower slenderness limits - general; 2.6.2. EC2 - local lower slenderness limits; 2.6.3. NS-EC2 - Local lower slenderness limits; 2.6.4. Comparison of the EC2 and NS-EC2 limits; 2.6.5. Local upper slenderness limit; 2.6.6. Global lower slenderness limit; 2.7. Effect of creep deformations; 2.7.1. General; 2.7.2. Effects on load and deformation capacity; 2.7.3. Approximate calculation of creep effects; 2.8. Geometric imperfections; 2.8.1. Imperfection inclination 327 $a2.8.2. Stiffening structural elements2.8.3. Stiffened and isolated structural elements; 2.9. Elastic analysis methods; 2.9.1. Principles, equilibrium and compatibility; 2.9.2. Equilibrium and compatibility at multiple sections; 2.9.3. Optimization; 2.10. Practical linear elastic analysis; 2.10.1. Stiffness assumptions; 2.10.2. EC2 approach; 2.10.3. ACI 318 approach; 2.11. Simplified analysis and design methods; 2.11.1. General; 2.11.2. Simplified second-order analysis; 2.11.3. Method based on nominal stiffness; 2.11.4. Method based on nominal curvature; 2.12. ULS design 327 $a2.12.1. Simplified design methods 330 $aThis book is focused on the theoretical and practical design of reinforced concrete beams, columns and frame structures. It is based on an analytical approach of designing normal reinforced concrete structural elements that are compatible with most international design rules, including for instance the European design rules - Eurocode 2 - for reinforced concrete structures. The book tries to distinguish between what belongs to the structural design philosophy of such structural elements (related to strength of materials arguments) and what belongs to the design rule aspects associated with 410 0$aISTE 606 $aReinforced concrete construction 606 $aStructural engineering 606 $aConcrete$xTechnological innovations 615 0$aReinforced concrete construction. 615 0$aStructural engineering. 615 0$aConcrete$xTechnological innovations. 676 $a624.1 676 $a624.1821 676 $a624.18341 700 $aHellesland$b Jostein$01657337 701 $aHellesland$b Jostein$01657337 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910821113903321 996 $aReinforced concrete beams, columns and frames$94010719 997 $aUNINA