| Preface |
| Symbols, Terminology and Units |
| Introduction / 1： |
| Composite beams and slabs / 1.1： |
| Composite columns and frames / 1.2： |
| Design philosophy and the Eurocodes / 1.3： |
| Background / 1.3.1： |
| Limit state design philosophy / 1.3.2： |
| Properties of materials / 1.4： |
| Concrete / 1.4.1： |
| Reinforcing steel / 1.4.2： |
| Structural steel / 1.4.3： |
| Profiled steel sheeting / 1.4.4： |
| Shear connectors / 1.4.5： |
| Direct actions (loading) / 1.5： |
| Methods of analysis and design / 1.6： |
| Typical analyses / 1.6.1： |
| Non-Iinear global analysis / 1.6.2： |
| Shear Connection / 2： |
| Simply-supported beam of rectangular cross-section / 2.1： |
| No shear connection / 2.2.1： |
| Full interaction / 2.2.2： |
| Uplift / 2.3： |
| Methods of shear connection / 2.4： |
| Bond / 2.4.1： |
| Shear connection for profiled steel sheeting / 2.4.2： |
| Properties of shear connectors / 2.5： |
| Stud connectors used with profiled steel sheeting / 2.5.1： |
| Stud connectors in a 'lying' position / 2.5.2： |
| Example: stud connectors in a 'lying' position / 2.5.3： |
| Partial interaction / 2.6： |
| Effect of degree of shear connection on stresses and deflections / 2.7： |
| Longitudinal shear in composite slabs / 2.8： |
| The shear-bond test / 2.8.1： |
| Design by the m-k method / 2.8.2： |
| Defects of the m-k method / 2.8.3： |
| Simply-supported Composite Slabs and Beams / 3： |
| Example: layout, materials and loadings / 3.1： |
| Properties of concrete / 3.2.1： |
| Properties of other materials / 3.2.2： |
| Resistance of the shear connectors / 3.2.3： |
| Permanent actions / 3.2.4： |
| Variable actions / 3.2.5： |
| Composite floor slabs / 3.3： |
| Resistance of composite slabs to sagging bending / 3.3.1： |
| Resistance of composite slabs to longitudinal shear by the partial-interaction method / 3.3.2： |
| Resistance of composite slabs to vertical shear / 3.3.3： |
| Punching shear / 3.3.4： |
| Bending moments from concentrated point and line loads / 3.3.5： |
| Serviceability limit states for composite slabs / 3.3.6： |
| Example: composite slab / 3.4： |
| Profiled steel sheeting as formwork / 3.4.1： |
| Composite slab - flexure and vertical shear / 3.4.2： |
| Composite slab - longitudinal shear / 3.4.3： |
| Local effects of point load / 3.4.4： |
| Composite slab - serviceability / 3.4.5： |
| Example: composite slab for a shallow floor using deep decking / 3.4.6： |
| Comments on the designs of the composite slab / 3.4.7： |
| Composite beams - sagging bending and vertical shear / 3.5： |
| Effective cross-section / 3.5.1： |
| Classification of steel elements in compression / 3.5.2： |
| Resistance to sagging bending / 3.5.3： |
| Resistance to vertical shear / 3.5.4： |
| Resistance of beams to bending combined with axial force / 3.5.5： |
| Composite beams - longitudinal shear / 3.6： |
| Critical lengths and cross-sections / 3.6.1： |
| Non-ductile, ductile and super-ductile stud shear connectors / 3.6.2： |
| Transverse reinforcement / 3.6.3： |
| Detailing rules / 3.6.4： |
| Stresses, deflections and cracking in service / 3.7： |
| Elastic analysis of composite sections in sagging bending / 3.7.1： |
| The use of limiting span-to-depth ratios / 3.7.2： |
| Effects of shrinkage of concrete and of temperature / 3.8： |
| Vibration of composite floor structures / 3.9： |
| Prediction of fundamental natural frequency / 3.9.1： |
| Response of a composite floor to pedestrian traffic / 3.9.2： |
| Hollow-core and solid precast floor slabs / 3.10： |
| Joints, longitudinal shear and transverse reinforcement / 3.10.1： |
| Design of composite beams that support precast slabs / 3.10.2： |
| Example: simply-supported composite beam / 3.11： |
| Composite beam - full-interaction flexure and vertical shear / 3.11.1： |
| Composite beam - partial shear connection, non-ductile connectors and transverse reinforcement / 3.11.2： |
| Composite beam - deflection and vibration / 3.11.3： |
| Shallow floor construction / 3.12： |
| Example: composite beam for a shallow floor using deep decking / 3.13： |
| Composite beams with large web openings / 3.14： |
| Continuous Beams and Slabs, and Beams in Frames / 4： |
| Types of global analysis and of beam-to-column joint / 4.1： |
| Hogging moment regions of continuous composite beams / 4.2： |
| Resistance to bending / 4.2.1： |
| Vertical shear, and moment-shear interaction / 4.2.2： |
| Longitudinal shear / 4.2.3： |
| Lateral buckling / 4.2.4： |
| Cracking of concrete / 4.2.5： |
| Global analysis of continuous beams / 4.3： |
| General / 4.3.1： |
| Elastic analysis / 4.3.2： |
| Rigid-plastic analysis / 4.3.3： |
| Stresses and deflections in continuous beams / 4.4： |
| Design strategies for continuous beams / 4.5： |
| Example: continuous composite beam / 4.6： |
| Data / 4.6.1： |
| Flexure and vertical shear / 4.6.2： |
| Shear connection and transverse reinforcement / 4.6.3： |
| Check on deflections / 4.6.5： |
| Control of cracking / 4.6.6： |
| Continuous composite slabs / 4.7： |
| Composite Columns and Frames / 5： |
| Composite columns / 5.1： |
| Beam-to-column joints / 5.3： |
| Properties of joints / 5.3.1： |
| Classification of joints / 5.3.2： |
| Design of non-sway composite frames / 5.4： |
| Imperfections / 5.4.1： |
| Elastic stiffnesses of members / 5.4.2： |
| Methods of global analysis / 5.4.3： |
| First-order global analysis of braced frames / 5.4.4： |
| Outline sequence for design of a composite braced frame / 5.4.5： |
| Example: composite frame / 5.5： |
| Design action effects and load arrangements / 5.5.1： |
| Simplified design method of EN 1994-1-1, for columns / 5.6： |
| Detailing rules, and resistance to fire / 5.6.1： |
| Properties of column lengths / 5.6.3： |
| Resistance of a cross-section to combined compression and uniaxial bending / 5.6.4： |
| Verification of a column length / 5.6.5： |
| Transverse and longitudinal shear / 5.6.6： |
| Concrete-filled steel tubes / 5.6.7： |
| Example (continued): external column / 5.7： |
| Action effects / 5.7.1： |
| Properties of the cross-section, and y-axis slenderness / 5.7.2： |
| Resistance of the column length, for major-axis bending / 5.7.3： |
| Resistance of the column length, for minor-axis bending / 5.7.4： |
| Checks on shear, and closing comment / 5.7.5： |
| Example (continued): internal column / 5.8： |
| Global analysis / 5.8.1： |
| Resistance of an internal column / 5.8.2： |
| Comment on column design / 5.8.3： |
| Example (continued): design of frame for horizontal forces / 5.9： |
| Design loadings, ultimate limit state / 5.9.1： |
| Stresses and stiffness / 5.9.2： |
| Example (continued): joints between beams and columns / 5.10： |
| Nominally-pinned joint at external column / 5.10.1： |
| End-plate joint at internal column / 5.10.2： |
| Example: concrete-filled steel tube with high-strength materials / 5.11： |
| Loading / 5.11.1： |
| Action effects for the column length / 5.11.2： |
| Effect of creep / 5.11.3： |
| Slenderness / 5.11.4： |
| Bending moment / 5.11.5： |
| Interaction polygon, and resistance / 5.11.6： |
| Discussion / 5.11.7： |
| Fire Resistance / Yong C. Wang6： |
| General introduction and additional symbols / 6.1： |
| Fire resistance requirements / 6.1.1： |
| Fire resistance design procedure / 6.1.2： |
| Partial safety factors and material properties / 6.1.3： |
| Composite slabs / 6.2： |
| General calculation method / 6.2.1： |
| Tabulated data / 6.2.2： |
| Tensile membrane action / 6.2.3： |
| Composite beams / 6.3： |
| Critical temperature method / 6.3.1： |
| Temperature of protected steel / 6.3.2： |
| Load-carrying capacity calculation method / 6.3.3： |
| Appraisal of different calculation methods for composite beams / 6.3.4： |
| Shear resistance / 6.3.5： |
| General calculation method and methods for different types of columns / 6.4： |
| Concrete-filled tubes / 6.4.2： |
| "Worked example for concrete-filled tubes with eccentric loading / 6.4.3： |
| Partial-interaction theory / A： |
| Theory for simply-supported beam / A.l： |
| Example: partial interaction / A.2： |
| References |
| Index |
| Preface |
| Symbols, Terminology and Units |
| Introduction / 1： |
図書
