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Composite structures of steel and concrete : beams, slabs, columns and frames for buildings / / Roger P Johnson, University of Warwick, UK
| Composite structures of steel and concrete : beams, slabs, columns and frames for buildings / / Roger P Johnson, University of Warwick, UK |
| Autore | Johnson R. P (Roger Paul) |
| Edizione | [Fourth edition.] |
| Pubbl/distr/stampa | Hoboken, NJ : , : Wiley Blackwell, , 2019 |
| Descrizione fisica | 1 online resource (288 pages) |
| Disciplina | 624.1/821 |
| Soggetto topico |
Composite construction
Building, Iron and steel Concrete construction |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-5231-2449-0
1-119-40138-0 1-119-40141-0 1-119-40135-6 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910466738603321 |
Johnson R. P (Roger Paul)
|
||
| Hoboken, NJ : , : Wiley Blackwell, , 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Composite structures of steel and concrete : beams, slabs, columns and frames for buildings / / Roger P Johnson, University of Warwick, UK
| Composite structures of steel and concrete : beams, slabs, columns and frames for buildings / / Roger P Johnson, University of Warwick, UK |
| Autore | Johnson R. P (Roger Paul) |
| Edizione | [Fourth edition.] |
| Pubbl/distr/stampa | Hoboken, NJ : , : Wiley Blackwell, , 2019 |
| Descrizione fisica | 1 online resource (288 pages) |
| Disciplina | 624.1/821 |
| Collana | THEi Wiley ebooks |
| Soggetto topico |
Composite construction
Building, Iron and steel Concrete construction |
| ISBN |
1-5231-2449-0
1-119-40138-0 1-119-40141-0 1-119-40135-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910524626403321 |
|
Johnson R. P (Roger Paul)
|
||
| Hoboken, NJ : , : Wiley Blackwell, , 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Composite structures of steel and concrete : beams, slabs, columns and frames for buildings / / Roger P Johnson, University of Warwick, UK
| Composite structures of steel and concrete : beams, slabs, columns and frames for buildings / / Roger P Johnson, University of Warwick, UK |
| Autore | Johnson R. P (Roger Paul) |
| Edizione | [Fourth edition.] |
| Pubbl/distr/stampa | Hoboken, NJ : , : Wiley Blackwell, , 2019 |
| Descrizione fisica | 1 online resource (288 pages) |
| Disciplina | 624.1/821 |
| Collana | THEi Wiley ebooks |
| Soggetto topico |
Composite construction
Building, Iron and steel Concrete construction |
| ISBN |
1-5231-2449-0
1-119-40138-0 1-119-40141-0 1-119-40135-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910813184903321 |
|
Johnson R. P (Roger Paul)
|
||
| Hoboken, NJ : , : Wiley Blackwell, , 2019 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Composite structures of steel and concrete [[electronic resource] ] : beams, slabs, columns, and frames for buildings / / R.P. Johnson
| Composite structures of steel and concrete [[electronic resource] ] : beams, slabs, columns, and frames for buildings / / R.P. Johnson |
| Autore | Johnson R. P (Roger Paul) |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | Malden, MA, : Blackwell Pub., c2004 |
| Descrizione fisica | 1 online resource (250 p.) |
| Disciplina | 624.1/821 |
| Soggetto topico |
Composite construction
Building, Iron and steel Concrete construction |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-281-30838-2
9786611308384 0-470-79362-7 0-470-77462-2 1-4051-6839-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Contents; 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
2.3 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 3.3.2 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 3.4.3 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 3.6.2 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 3.10 Fire resistance of composite beams |
| Record Nr. | UNISA-996218380803316 |
|
Johnson R. P (Roger Paul)
|
||
| Malden, MA, : Blackwell Pub., c2004 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Composite structures of steel and concrete [[electronic resource] ] : beams, slabs, columns, and frames for buildings / / R.P. Johnson
| Composite structures of steel and concrete [[electronic resource] ] : beams, slabs, columns, and frames for buildings / / R.P. Johnson |
| Autore | Johnson R. P (Roger Paul) |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | Malden, MA, : Blackwell Pub., c2004 |
| Descrizione fisica | 1 online resource (250 p.) |
| Disciplina | 624.1/821 |
| Soggetto topico |
Composite construction
Building, Iron and steel Concrete construction |
| ISBN |
1-281-30838-2
9786611308384 0-470-79362-7 0-470-77462-2 1-4051-6839-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Contents; 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
2.3 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 3.3.2 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 3.4.3 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 3.6.2 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 3.10 Fire resistance of composite beams |
| Record Nr. | UNINA-9910783935603321 |
|
Johnson R. P (Roger Paul)
|
||
| Malden, MA, : Blackwell Pub., c2004 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Composite structures of steel and concrete : beams, slabs, columns, and frames for buildings / / R.P. Johnson
| Composite structures of steel and concrete : beams, slabs, columns, and frames for buildings / / R.P. Johnson |
| Autore | Johnson R. P (Roger Paul) |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | Malden, MA, : Blackwell Pub., c2004 |
| Descrizione fisica | 1 online resource (250 p.) |
| Disciplina | 624.1/821 |
| Soggetto topico |
Composite construction
Building, Iron and steel Concrete construction |
| ISBN |
1-281-30838-2
9786611308384 0-470-79362-7 0-470-77462-2 1-4051-6839-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Contents; 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
2.3 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 3.3.2 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 3.4.3 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 3.6.2 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 3.10 Fire resistance of composite beams |
| Record Nr. | UNINA-9910827393503321 |
|
Johnson R. P (Roger Paul)
|
||
| Malden, MA, : Blackwell Pub., c2004 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||