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 |
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 |
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 [[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-9910827393503321 |
Johnson R. P (Roger Paul) | ||
Malden, MA, : Blackwell Pub., c2004 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Construction management and design of industrial concrete and steel structures / / Mohamed El-Reedy |
Autore | El-Reedy Mohamed A (Mohamed Abdallah) |
Pubbl/distr/stampa | Boca Raton : , : Taylor & Francis, , 2011 |
Descrizione fisica | 1 online resource (578 p.) |
Disciplina |
624.1821
693/.5 |
Soggetto topico |
Building - Superintendence
Building, Iron and steel Concrete construction Industrial buildings |
Soggetto genere / forma | Electronic books. |
ISBN |
1-5231-3449-6
0-429-13057-0 1-282-90282-2 9786612902826 1-4398-1600-X |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Front cover; Contents; Preface; Author; Chapter 1: Introduction; Chapter 2: Construction Management for Industrial Projects; Chapter 3: Loads on Industrial Structures; Chapter 4: Design of Foundations for Vibrating Equipment; Chapter 5: Storage Tank Design; Chapter 6: Static Equipment Foundation Design; Chapter 7: Steel Structures in Industry; Chapter 8: Assessment of Existing Structures; Chapter 9: Methods of Protecting Foundations from Corrosion; Chapter 10: Repair of Industrial Structures; Chapter 11: Economic Study for Maintenance Plan; Chapter 12: Overview of Fixed Offshore Structures
Chapter 13: Soil Investigation and Pile DesignIndex; Back cover |
Record Nr. | UNINA-9910459635103321 |
El-Reedy Mohamed A (Mohamed Abdallah) | ||
Boca Raton : , : Taylor & Francis, , 2011 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Construction management and design of industrial concrete and steel structures / / Mohamed El-Reedy |
Autore | El-Reedy Mohamed A (Mohamed Abdallah) |
Pubbl/distr/stampa | Boca Raton : , : Taylor & Francis, , 2011 |
Descrizione fisica | 1 online resource (578 p.) |
Disciplina |
624.1821
693/.5 |
Soggetto topico |
Building - Superintendence
Building, Iron and steel Concrete construction Industrial buildings |
ISBN |
1-5231-3449-6
0-429-13057-0 1-282-90282-2 9786612902826 1-4398-1600-X |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Front cover; Contents; Preface; Author; Chapter 1: Introduction; Chapter 2: Construction Management for Industrial Projects; Chapter 3: Loads on Industrial Structures; Chapter 4: Design of Foundations for Vibrating Equipment; Chapter 5: Storage Tank Design; Chapter 6: Static Equipment Foundation Design; Chapter 7: Steel Structures in Industry; Chapter 8: Assessment of Existing Structures; Chapter 9: Methods of Protecting Foundations from Corrosion; Chapter 10: Repair of Industrial Structures; Chapter 11: Economic Study for Maintenance Plan; Chapter 12: Overview of Fixed Offshore Structures
Chapter 13: Soil Investigation and Pile DesignIndex; Back cover |
Record Nr. | UNINA-9910785248803321 |
El-Reedy Mohamed A (Mohamed Abdallah) | ||
Boca Raton : , : Taylor & Francis, , 2011 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Construction management and design of industrial concrete and steel structures / / Mohamed El-Reedy |
Autore | El-Reedy Mohamed A (Mohamed Abdallah) |
Pubbl/distr/stampa | Boca Raton : , : Taylor & Francis, , 2011 |
Descrizione fisica | 1 online resource (578 p.) |
Disciplina |
624.1821
693/.5 |
Soggetto topico |
Building - Superintendence
Building, Iron and steel Concrete construction Industrial buildings |
ISBN |
1-5231-3449-6
0-429-13057-0 1-282-90282-2 9786612902826 1-4398-1600-X |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Front cover; Contents; Preface; Author; Chapter 1: Introduction; Chapter 2: Construction Management for Industrial Projects; Chapter 3: Loads on Industrial Structures; Chapter 4: Design of Foundations for Vibrating Equipment; Chapter 5: Storage Tank Design; Chapter 6: Static Equipment Foundation Design; Chapter 7: Steel Structures in Industry; Chapter 8: Assessment of Existing Structures; Chapter 9: Methods of Protecting Foundations from Corrosion; Chapter 10: Repair of Industrial Structures; Chapter 11: Economic Study for Maintenance Plan; Chapter 12: Overview of Fixed Offshore Structures
Chapter 13: Soil Investigation and Pile DesignIndex; Back cover |
Record Nr. | UNINA-9910828891503321 |
El-Reedy Mohamed A (Mohamed Abdallah) | ||
Boca Raton : , : Taylor & Francis, , 2011 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Costruzioni in acciaio / Antonio La Tegola |
Autore | La Tegola, Antonio |
Edizione | [2. ed.] |
Pubbl/distr/stampa | Napoli : Liguori, 1987 |
Descrizione fisica | 200 p. ; 24 cm |
Disciplina | 624.182 |
Soggetto topico | Building, Iron and steel |
ISBN | 8820714965 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | ita |
Record Nr. | UNISALENTO-991002459979707536 |
La Tegola, Antonio | ||
Napoli : Liguori, 1987 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. del Salento | ||
|
Creation of high-strength structures and joints by setting up local material properties / / edited by Heinz Palkowski, Kai-Michael Rudolph |
Pubbl/distr/stampa | Stafa-Zurich, Switzerland ; ; Enfield, New Hampshire : , : Trans Tech Publications, , [2007] |
Descrizione fisica | 1 online resource (141 p.) |
Altri autori (Persone) |
PalkowskiHeinz
RudolphKai-Michael |
Collana | Advanced materials research |
Soggetto topico |
Building, Iron and steel
Metals - Mechanical properties Strength of materials Joints (Engineering) |
Soggetto genere / forma | Electronic books. |
ISBN | 3-03813-157-1 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Creation of High-Strength Structures and Joints by Setting up Local Material Properties; Preface; Table of Contents; Research for Creation of High-Strength Structures and Joints by Setting up Local Material Properties ; Local Strain Hardening of Sheet and Solid Forming Components during Formation of Martensite in Metastable Austenitic Steels ; Use of Bake Hardening Effects to Change Local Properties of Constructional Elements; Creation of Tailored High-Strength, Hybrid Sandwich Structures; Developments for the Production of Local Foamed Hollow Sections
Local Effects of Welding Seams with Laser-Based Joining Concepts for High-Strength Load-Transferring Structure Modules Selective Strain Hardening of Structure Components by Action Media Based Cold Massive Forming ; Development of Combined Manufacturing Technologies for High-Strength Structure Components ; Material Aligned Process Control for the Welding Technology of Locally Hardened Materials ; Three-Dimensional Optical Measurement with Locally Adapted Projection; Fatigue Life Calculation Concepts for Structures with Inhomogenous Strength Properties Low Heat Joining - Manufacture and Fatigue of Soldered Locally Strengthened Structures Setting of Gradient Material Properties and Quality Control of High Tension 3D-Weld Joints ; Design Strategies for the Development of High Strength Coupling Elements from Requirement Optimized Composite Materials ; Keywords Index; Authors Index |
Record Nr. | UNINA-9910453746303321 |
Stafa-Zurich, Switzerland ; ; Enfield, New Hampshire : , : Trans Tech Publications, , [2007] | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Creation of high-strength structures and joints by setting up local material properties / / edited by Heinz Palkowski, Kai-Michael Rudolph |
Pubbl/distr/stampa | Stafa-Zurich, Switzerland ; ; Enfield, New Hampshire : , : Trans Tech Publications, , [2007] |
Descrizione fisica | 1 online resource (141 p.) |
Altri autori (Persone) |
PalkowskiHeinz
RudolphKai-Michael |
Collana | Advanced materials research |
Soggetto topico |
Building, Iron and steel
Metals - Mechanical properties Strength of materials Joints (Engineering) |
ISBN | 3-03813-157-1 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Creation of High-Strength Structures and Joints by Setting up Local Material Properties; Preface; Table of Contents; Research for Creation of High-Strength Structures and Joints by Setting up Local Material Properties ; Local Strain Hardening of Sheet and Solid Forming Components during Formation of Martensite in Metastable Austenitic Steels ; Use of Bake Hardening Effects to Change Local Properties of Constructional Elements; Creation of Tailored High-Strength, Hybrid Sandwich Structures; Developments for the Production of Local Foamed Hollow Sections
Local Effects of Welding Seams with Laser-Based Joining Concepts for High-Strength Load-Transferring Structure Modules Selective Strain Hardening of Structure Components by Action Media Based Cold Massive Forming ; Development of Combined Manufacturing Technologies for High-Strength Structure Components ; Material Aligned Process Control for the Welding Technology of Locally Hardened Materials ; Three-Dimensional Optical Measurement with Locally Adapted Projection; Fatigue Life Calculation Concepts for Structures with Inhomogenous Strength Properties Low Heat Joining - Manufacture and Fatigue of Soldered Locally Strengthened Structures Setting of Gradient Material Properties and Quality Control of High Tension 3D-Weld Joints ; Design Strategies for the Development of High Strength Coupling Elements from Requirement Optimized Composite Materials ; Keywords Index; Authors Index |
Record Nr. | UNINA-9910790895703321 |
Stafa-Zurich, Switzerland ; ; Enfield, New Hampshire : , : Trans Tech Publications, , [2007] | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|