Info
- Utilizzare la checkbox di selezione a fianco di ciascun documento per attivare le funzionalità di stampa, invio email, download nei formati disponibili del (i) record.
Design and construction of nuclear power plants [[electronic resource]] / Rüdiger Meiswinkel, Julian Meyer, Jürgen Schnell
| Design and construction of nuclear power plants [[electronic resource]] / Rüdiger Meiswinkel, Julian Meyer, Jürgen Schnell |
| Autore | Meiswinkel Rüdiger |
| Pubbl/distr/stampa | Berlin, Germany, : Ernst & Sohn, c2013 |
| Descrizione fisica | 1 online resource (150 p.) |
| Disciplina | 621.483 |
| Altri autori (Persone) |
MeyerJulian
SchnellJürgen |
| Collana | BetonKalender |
| Soggetto topico | Nuclear power plants |
| ISBN |
3-433-60275-1
3-433-60277-8 3-433-60274-3 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Design and Construction of Nuclear Power Plants; Contents; Editorial; Preface; 1 Introduction; 1.1 The demand for energy; 1.2 Electricity generation; 1.3 Importance of nuclear energy; 2 Nuclear energy; 2.1 Generating electricity by nuclear power plants; 2.2 Nuclear fission; 2.3 Radioactivity; 2.4 Reactor designs; 2.4.1 Overview; 2.4.2 Light water reactors; 2.5 Safety philosophy; 3 Approval aspects; 3.1 Atomic energy and construction law; 3.2 Interface between plant and structural engineering; 3.3 Periodical safety reviews; 3.4 Planning and design requirements; 3.4.1 IAEA Rules
3.4.2 European catalogue of requirements3.4.3 Safety standards of nuclear safety commission; 3.4.4 DIN Codes; 4 Building structures for nuclear plants; 4.1 General notes; 4.2 Nuclear power plants; 4.2.1 Building structure classification system; 4.2.2 Materials; 4.2.2.1 General notes; 4.2.2.2 Concrete; 4.2.2.3 Reinforcing steel; 4.2.2.4 Pre-stressing steel; 4.2.3 Reactor building; 4.2.4 Turbine building; 4.2.5 Cooling water supply; 4.2.6 Flood protection structures; 4.2.7 Foundations; 4.2.7.1 Raft foundations; 4.2.7.2 Pile foundations 4.2.8 Physical protection requirements of building structures4.3 Disposal structures; 4.3.1 Disposal requirements; 4.3.2 Interim storage; 4.3.2.1 Safety requirements; 4.3.2.2 Design criteria; 4.3.2.3 Building design; 4.3.3 Final storage; 4.4 Building execution; 4.4.1 Site installations; 4.4.2 Project organisation; 4.4.3 Quality assurance; 4.4.4 Formwork and scaffolding; 4.4.5 Other particular construction features; 4.4.5.1 Reactor building - containment; 4.4.5.2 Embedded parts; 4.5 Dismantling; 4.5.1 Legal foundations and rules; 4.5.2 Decommissioning strategies; 4.5.3 Dismantling phases 4.5.4 Individual structural measures involved in dismantling4.5.5 Structural demolition technologies; 5 Extraordinary actions involved when designing nuclear installations; 5.1 Overview; 5.2 Internal factors; 5.2.1 Leaks and ruptures of pipes; 5.2.2 Other internal installation events; 5.3 External actions; 5.3.1 Earthquakes; 5.3.1.1 General notes; 5.3.1.2 Defining seismic actions; 5.3.1.3 Structural analysis; 5.3.2 Floods; 5.3.2.1 General notes; 5.3.2.2 Inland sites; 5.3.2.3 Coastal sites; 5.3.3 Airplane crash; 5.3.3.1 General notes; 5.3.3.2 Load over time functions 5.3.4 Explosion pressure wave (chemical explosion)6 Safety concept and design; 6.1 Underlying standards; 6.2 Partial safety concept; 6.2.1 General notes; 6.2.2 Partial safety factors and combination factors for actions; 6.2.3 Partial safety factors for structural resistance; 6.3 Design instructions for concrete, reinforced and pre-stressed concrete structures; 6.3.1 Strength parameters; 6.3.2 Shear force; 6.3.3 Punching shear; 6.4 Design instructions for steel components; 6.5 Particularities of containment design; 6.5.1 Requirements of containments; 6.5.2 Reactor containment of steel 6.5.3 Pre-stressed concrete containments with steel liners |
| Record Nr. | UNISA-996208170703316 |
Meiswinkel Rüdiger
|
||
| Berlin, Germany, : Ernst & Sohn, c2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Design and construction of nuclear power plants [[electronic resource]] / Rüdiger Meiswinkel, Julian Meyer, Jürgen Schnell
| Design and construction of nuclear power plants [[electronic resource]] / Rüdiger Meiswinkel, Julian Meyer, Jürgen Schnell |
| Autore | Meiswinkel Rüdiger |
| Pubbl/distr/stampa | Berlin, Germany, : Ernst & Sohn, c2013 |
| Descrizione fisica | 1 online resource (150 p.) |
| Disciplina | 621.483 |
| Altri autori (Persone) |
MeyerJulian
SchnellJürgen |
| Collana | BetonKalender |
| Soggetto topico | Nuclear power plants |
| ISBN |
3-433-60275-1
3-433-60277-8 3-433-60274-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Design and Construction of Nuclear Power Plants; Contents; Editorial; Preface; 1 Introduction; 1.1 The demand for energy; 1.2 Electricity generation; 1.3 Importance of nuclear energy; 2 Nuclear energy; 2.1 Generating electricity by nuclear power plants; 2.2 Nuclear fission; 2.3 Radioactivity; 2.4 Reactor designs; 2.4.1 Overview; 2.4.2 Light water reactors; 2.5 Safety philosophy; 3 Approval aspects; 3.1 Atomic energy and construction law; 3.2 Interface between plant and structural engineering; 3.3 Periodical safety reviews; 3.4 Planning and design requirements; 3.4.1 IAEA Rules
3.4.2 European catalogue of requirements3.4.3 Safety standards of nuclear safety commission; 3.4.4 DIN Codes; 4 Building structures for nuclear plants; 4.1 General notes; 4.2 Nuclear power plants; 4.2.1 Building structure classification system; 4.2.2 Materials; 4.2.2.1 General notes; 4.2.2.2 Concrete; 4.2.2.3 Reinforcing steel; 4.2.2.4 Pre-stressing steel; 4.2.3 Reactor building; 4.2.4 Turbine building; 4.2.5 Cooling water supply; 4.2.6 Flood protection structures; 4.2.7 Foundations; 4.2.7.1 Raft foundations; 4.2.7.2 Pile foundations 4.2.8 Physical protection requirements of building structures4.3 Disposal structures; 4.3.1 Disposal requirements; 4.3.2 Interim storage; 4.3.2.1 Safety requirements; 4.3.2.2 Design criteria; 4.3.2.3 Building design; 4.3.3 Final storage; 4.4 Building execution; 4.4.1 Site installations; 4.4.2 Project organisation; 4.4.3 Quality assurance; 4.4.4 Formwork and scaffolding; 4.4.5 Other particular construction features; 4.4.5.1 Reactor building - containment; 4.4.5.2 Embedded parts; 4.5 Dismantling; 4.5.1 Legal foundations and rules; 4.5.2 Decommissioning strategies; 4.5.3 Dismantling phases 4.5.4 Individual structural measures involved in dismantling4.5.5 Structural demolition technologies; 5 Extraordinary actions involved when designing nuclear installations; 5.1 Overview; 5.2 Internal factors; 5.2.1 Leaks and ruptures of pipes; 5.2.2 Other internal installation events; 5.3 External actions; 5.3.1 Earthquakes; 5.3.1.1 General notes; 5.3.1.2 Defining seismic actions; 5.3.1.3 Structural analysis; 5.3.2 Floods; 5.3.2.1 General notes; 5.3.2.2 Inland sites; 5.3.2.3 Coastal sites; 5.3.3 Airplane crash; 5.3.3.1 General notes; 5.3.3.2 Load over time functions 5.3.4 Explosion pressure wave (chemical explosion)6 Safety concept and design; 6.1 Underlying standards; 6.2 Partial safety concept; 6.2.1 General notes; 6.2.2 Partial safety factors and combination factors for actions; 6.2.3 Partial safety factors for structural resistance; 6.3 Design instructions for concrete, reinforced and pre-stressed concrete structures; 6.3.1 Strength parameters; 6.3.2 Shear force; 6.3.3 Punching shear; 6.4 Design instructions for steel components; 6.5 Particularities of containment design; 6.5.1 Requirements of containments; 6.5.2 Reactor containment of steel 6.5.3 Pre-stressed concrete containments with steel liners |
| Record Nr. | UNINA-9910829869503321 |
|
Meiswinkel Rüdiger
|
||
| Berlin, Germany, : Ernst & Sohn, c2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design and construction of nuclear power plants / / Rüdiger Meiswinkel, Julian Meyer, Jürgen Schnell
| Design and construction of nuclear power plants / / Rüdiger Meiswinkel, Julian Meyer, Jürgen Schnell |
| Autore | Meiswinkel Rüdiger |
| Pubbl/distr/stampa | Berlin, Germany, : Ernst & Sohn, c2013 |
| Descrizione fisica | 1 online resource (150 p.) |
| Disciplina | 621.483 |
| Altri autori (Persone) |
MeyerJulian
SchnellJürgen |
| Collana | BetonKalender |
| Soggetto topico | Nuclear power plants |
| ISBN |
3-433-60275-1
3-433-60277-8 3-433-60274-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Design and Construction of Nuclear Power Plants; Contents; Editorial; Preface; 1 Introduction; 1.1 The demand for energy; 1.2 Electricity generation; 1.3 Importance of nuclear energy; 2 Nuclear energy; 2.1 Generating electricity by nuclear power plants; 2.2 Nuclear fission; 2.3 Radioactivity; 2.4 Reactor designs; 2.4.1 Overview; 2.4.2 Light water reactors; 2.5 Safety philosophy; 3 Approval aspects; 3.1 Atomic energy and construction law; 3.2 Interface between plant and structural engineering; 3.3 Periodical safety reviews; 3.4 Planning and design requirements; 3.4.1 IAEA Rules
3.4.2 European catalogue of requirements3.4.3 Safety standards of nuclear safety commission; 3.4.4 DIN Codes; 4 Building structures for nuclear plants; 4.1 General notes; 4.2 Nuclear power plants; 4.2.1 Building structure classification system; 4.2.2 Materials; 4.2.2.1 General notes; 4.2.2.2 Concrete; 4.2.2.3 Reinforcing steel; 4.2.2.4 Pre-stressing steel; 4.2.3 Reactor building; 4.2.4 Turbine building; 4.2.5 Cooling water supply; 4.2.6 Flood protection structures; 4.2.7 Foundations; 4.2.7.1 Raft foundations; 4.2.7.2 Pile foundations 4.2.8 Physical protection requirements of building structures4.3 Disposal structures; 4.3.1 Disposal requirements; 4.3.2 Interim storage; 4.3.2.1 Safety requirements; 4.3.2.2 Design criteria; 4.3.2.3 Building design; 4.3.3 Final storage; 4.4 Building execution; 4.4.1 Site installations; 4.4.2 Project organisation; 4.4.3 Quality assurance; 4.4.4 Formwork and scaffolding; 4.4.5 Other particular construction features; 4.4.5.1 Reactor building - containment; 4.4.5.2 Embedded parts; 4.5 Dismantling; 4.5.1 Legal foundations and rules; 4.5.2 Decommissioning strategies; 4.5.3 Dismantling phases 4.5.4 Individual structural measures involved in dismantling4.5.5 Structural demolition technologies; 5 Extraordinary actions involved when designing nuclear installations; 5.1 Overview; 5.2 Internal factors; 5.2.1 Leaks and ruptures of pipes; 5.2.2 Other internal installation events; 5.3 External actions; 5.3.1 Earthquakes; 5.3.1.1 General notes; 5.3.1.2 Defining seismic actions; 5.3.1.3 Structural analysis; 5.3.2 Floods; 5.3.2.1 General notes; 5.3.2.2 Inland sites; 5.3.2.3 Coastal sites; 5.3.3 Airplane crash; 5.3.3.1 General notes; 5.3.3.2 Load over time functions 5.3.4 Explosion pressure wave (chemical explosion)6 Safety concept and design; 6.1 Underlying standards; 6.2 Partial safety concept; 6.2.1 General notes; 6.2.2 Partial safety factors and combination factors for actions; 6.2.3 Partial safety factors for structural resistance; 6.3 Design instructions for concrete, reinforced and pre-stressed concrete structures; 6.3.1 Strength parameters; 6.3.2 Shear force; 6.3.3 Punching shear; 6.4 Design instructions for steel components; 6.5 Particularities of containment design; 6.5.1 Requirements of containments; 6.5.2 Reactor containment of steel 6.5.3 Pre-stressed concrete containments with steel liners |
| Record Nr. | UNINA-9910841424103321 |
|
Meiswinkel Rüdiger
|
||
| Berlin, Germany, : Ernst & Sohn, c2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of fastenings for use in concrete [[electronic resource]] : the CEN/TS 1992-4 provisions / / Rainer Mallée, Werner Fuchs, Rolf Eligehausen
| Design of fastenings for use in concrete [[electronic resource]] : the CEN/TS 1992-4 provisions / / Rainer Mallée, Werner Fuchs, Rolf Eligehausen |
| Autore | Mallée Rainer |
| Pubbl/distr/stampa | Berlin, Germany, : Ernst & Sohn, c2013 |
| Descrizione fisica | 1 online resource (172 p.) |
| Disciplina | 624.1834 |
| Altri autori (Persone) |
FuchsWerner
EligehausenRolf |
| Collana | BetonKalender |
| Soggetto topico |
Concrete construction
Anchorage (Structural engineering) |
| ISBN |
3-433-60271-9
3-433-60273-5 3-433-60270-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Design of Fastenings for Use in Concrete - the CEN/TS 1992-4 Provisions; Contents; Editorial; 1 Introduction; 2 Fields of application; 3 Basis of design; 3.1 General; 3.2 Verifications; 3.3 Partial factors; 3.3.1 General; 3.3.2 Actions; 3.3.3 Resistance; 3.3.3.1 Ultimate limit state; 3.3.3.2 Serviceability limit state; 4 Derivation of forces acting on fasteners; 4.1 General; 4.2 Tension loads; 4.2.1 Tension loads on fastenings with post-installed fasteners and headed fasteners; 4.2.2 Tension loads on fastenings with anchor channels; 4.3 Shear loads
4.3.1 Shear loads on fastenings with post-installed and headed fasteners4.3.2 Shear loads on fastenings with anchor channels; 4.4 Tension forces in a supplementary reinforcement; 5 Verification of ultimate limit state by elastic analysis for post-installed fasteners (mechanical systems); 5.1 General; 5.2 Tension load; 5.2.1 Required verifications; 5.2.2 Steel failure; 5.2.3 Pull-out/pull-through failure; 5.2.4 Conical concrete break-out failure; 5.2.4.1 Characteristic resistance of a single fastener; 5.2.4.2 Effect of spacing and edge distance 5.2.4.3 Effect of heavy surface reinforcement (shell spalling)5.2.4.4 Effect of the eccentricity of the load; 5.2.4.5 Special cases: three or four edges with ci < ccr,n; 5.2.5 Splitting; 5.2.5.1 Splitting failure during installation of post-installed fasteners; 5.2.5.2 Splitting failure of loaded post-installed fasteners; 5.3 Shear load; 5.3.1 Required verifications; 5.3.2 Steel failure without lever arm; 5.3.3 Steel failure with lever arm; 5.3.4 Pry-out failure; 5.3.5 Concrete edge failure; 5.3.5.1 Characteristic resistance of a single fastener; 5.3.5.2 Effect of spacing 5.3.5.3 Effect of edge distances parallel to the load direction5.3.5.4 Effect of member thickness; 5.3.5.5 Effect of the eccentricity of the load; 5.3.5.6 Effect of load direction; 5.3.5.7 Effect of the position of the fastening; 5.3.5.8 Special case: narrow thin member; 5.4 Combined tension and shear load; 5.4.1 Steel failure decisive for tension and shear load; 5.4.2 Other modes of failure decisive; 6 Verification of post-installed fasteners (chemical systems) for the ultimate limit state based on the theory of elasticity; 6.1 General; 6.2 Tension load; 6.2.1 Required verifications 6.2.2 Steel failure6.2.3 Combined pull-out and concrete failure; 6.2.3.1 Characteristic resistance of a single fastener; 6.2.3.2 Edge distance and spacing; 6.2.3.3 Effect of closely spaced fasteners; 6.2.3.4 Effect of heavy reinforcement (shell spalling); 6.2.3.5 Effect of the eccentricity of the load; 6.2.3.6 Special case: three or four edges with ci < ccr,Np; 6.2.4 Concrete cone failure; 6.2.5 Splitting; 6.3 Shear load; 6.3.1 Required verifications; 6.3.2 Steel failure due to shear load without and with lever arm; 6.3.3 Concrete pry-out; 6.3.4 Concrete edge failure 6.4 Combined tension and shear |
| Record Nr. | UNISA-996208171103316 |
|
Mallée Rainer
|
||
| Berlin, Germany, : Ernst & Sohn, c2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Design of fastenings for use in concrete [[electronic resource]] : the CEN/TS 1992-4 provisions / / Rainer Mallée, Werner Fuchs, Rolf Eligehausen
| Design of fastenings for use in concrete [[electronic resource]] : the CEN/TS 1992-4 provisions / / Rainer Mallée, Werner Fuchs, Rolf Eligehausen |
| Autore | Mallée Rainer |
| Pubbl/distr/stampa | Berlin, Germany, : Ernst & Sohn, c2013 |
| Descrizione fisica | 1 online resource (172 p.) |
| Disciplina | 624.1834 |
| Altri autori (Persone) |
FuchsWerner
EligehausenRolf |
| Collana | BetonKalender |
| Soggetto topico |
Concrete construction
Anchorage (Structural engineering) |
| ISBN |
3-433-60271-9
3-433-60273-5 3-433-60270-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Design of Fastenings for Use in Concrete - the CEN/TS 1992-4 Provisions; Contents; Editorial; 1 Introduction; 2 Fields of application; 3 Basis of design; 3.1 General; 3.2 Verifications; 3.3 Partial factors; 3.3.1 General; 3.3.2 Actions; 3.3.3 Resistance; 3.3.3.1 Ultimate limit state; 3.3.3.2 Serviceability limit state; 4 Derivation of forces acting on fasteners; 4.1 General; 4.2 Tension loads; 4.2.1 Tension loads on fastenings with post-installed fasteners and headed fasteners; 4.2.2 Tension loads on fastenings with anchor channels; 4.3 Shear loads
4.3.1 Shear loads on fastenings with post-installed and headed fasteners4.3.2 Shear loads on fastenings with anchor channels; 4.4 Tension forces in a supplementary reinforcement; 5 Verification of ultimate limit state by elastic analysis for post-installed fasteners (mechanical systems); 5.1 General; 5.2 Tension load; 5.2.1 Required verifications; 5.2.2 Steel failure; 5.2.3 Pull-out/pull-through failure; 5.2.4 Conical concrete break-out failure; 5.2.4.1 Characteristic resistance of a single fastener; 5.2.4.2 Effect of spacing and edge distance 5.2.4.3 Effect of heavy surface reinforcement (shell spalling)5.2.4.4 Effect of the eccentricity of the load; 5.2.4.5 Special cases: three or four edges with ci < ccr,n; 5.2.5 Splitting; 5.2.5.1 Splitting failure during installation of post-installed fasteners; 5.2.5.2 Splitting failure of loaded post-installed fasteners; 5.3 Shear load; 5.3.1 Required verifications; 5.3.2 Steel failure without lever arm; 5.3.3 Steel failure with lever arm; 5.3.4 Pry-out failure; 5.3.5 Concrete edge failure; 5.3.5.1 Characteristic resistance of a single fastener; 5.3.5.2 Effect of spacing 5.3.5.3 Effect of edge distances parallel to the load direction5.3.5.4 Effect of member thickness; 5.3.5.5 Effect of the eccentricity of the load; 5.3.5.6 Effect of load direction; 5.3.5.7 Effect of the position of the fastening; 5.3.5.8 Special case: narrow thin member; 5.4 Combined tension and shear load; 5.4.1 Steel failure decisive for tension and shear load; 5.4.2 Other modes of failure decisive; 6 Verification of post-installed fasteners (chemical systems) for the ultimate limit state based on the theory of elasticity; 6.1 General; 6.2 Tension load; 6.2.1 Required verifications 6.2.2 Steel failure6.2.3 Combined pull-out and concrete failure; 6.2.3.1 Characteristic resistance of a single fastener; 6.2.3.2 Edge distance and spacing; 6.2.3.3 Effect of closely spaced fasteners; 6.2.3.4 Effect of heavy reinforcement (shell spalling); 6.2.3.5 Effect of the eccentricity of the load; 6.2.3.6 Special case: three or four edges with ci < ccr,Np; 6.2.4 Concrete cone failure; 6.2.5 Splitting; 6.3 Shear load; 6.3.1 Required verifications; 6.3.2 Steel failure due to shear load without and with lever arm; 6.3.3 Concrete pry-out; 6.3.4 Concrete edge failure 6.4 Combined tension and shear |
| Record Nr. | UNINA-9910141609803321 |
|
Mallée Rainer
|
||
| Berlin, Germany, : Ernst & Sohn, c2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of fastenings for use in concrete : the CEN/TS 1992-4 provisions / / Rainer Mallée, Werner Fuchs, Rolf Eligehausen
| Design of fastenings for use in concrete : the CEN/TS 1992-4 provisions / / Rainer Mallée, Werner Fuchs, Rolf Eligehausen |
| Autore | Mallée Rainer |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Berlin, Germany, : Ernst & Sohn, c2013 |
| Descrizione fisica | 1 online resource (172 p.) |
| Disciplina | 624.1834 |
| Altri autori (Persone) |
FuchsWerner
EligehausenRolf |
| Collana | BetonKalender |
| Soggetto topico |
Concrete construction
Anchorage (Structural engineering) |
| ISBN |
3-433-60271-9
3-433-60273-5 3-433-60270-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Design of Fastenings for Use in Concrete - the CEN/TS 1992-4 Provisions; Contents; Editorial; 1 Introduction; 2 Fields of application; 3 Basis of design; 3.1 General; 3.2 Verifications; 3.3 Partial factors; 3.3.1 General; 3.3.2 Actions; 3.3.3 Resistance; 3.3.3.1 Ultimate limit state; 3.3.3.2 Serviceability limit state; 4 Derivation of forces acting on fasteners; 4.1 General; 4.2 Tension loads; 4.2.1 Tension loads on fastenings with post-installed fasteners and headed fasteners; 4.2.2 Tension loads on fastenings with anchor channels; 4.3 Shear loads
4.3.1 Shear loads on fastenings with post-installed and headed fasteners4.3.2 Shear loads on fastenings with anchor channels; 4.4 Tension forces in a supplementary reinforcement; 5 Verification of ultimate limit state by elastic analysis for post-installed fasteners (mechanical systems); 5.1 General; 5.2 Tension load; 5.2.1 Required verifications; 5.2.2 Steel failure; 5.2.3 Pull-out/pull-through failure; 5.2.4 Conical concrete break-out failure; 5.2.4.1 Characteristic resistance of a single fastener; 5.2.4.2 Effect of spacing and edge distance 5.2.4.3 Effect of heavy surface reinforcement (shell spalling)5.2.4.4 Effect of the eccentricity of the load; 5.2.4.5 Special cases: three or four edges with ci < ccr,n; 5.2.5 Splitting; 5.2.5.1 Splitting failure during installation of post-installed fasteners; 5.2.5.2 Splitting failure of loaded post-installed fasteners; 5.3 Shear load; 5.3.1 Required verifications; 5.3.2 Steel failure without lever arm; 5.3.3 Steel failure with lever arm; 5.3.4 Pry-out failure; 5.3.5 Concrete edge failure; 5.3.5.1 Characteristic resistance of a single fastener; 5.3.5.2 Effect of spacing 5.3.5.3 Effect of edge distances parallel to the load direction5.3.5.4 Effect of member thickness; 5.3.5.5 Effect of the eccentricity of the load; 5.3.5.6 Effect of load direction; 5.3.5.7 Effect of the position of the fastening; 5.3.5.8 Special case: narrow thin member; 5.4 Combined tension and shear load; 5.4.1 Steel failure decisive for tension and shear load; 5.4.2 Other modes of failure decisive; 6 Verification of post-installed fasteners (chemical systems) for the ultimate limit state based on the theory of elasticity; 6.1 General; 6.2 Tension load; 6.2.1 Required verifications 6.2.2 Steel failure6.2.3 Combined pull-out and concrete failure; 6.2.3.1 Characteristic resistance of a single fastener; 6.2.3.2 Edge distance and spacing; 6.2.3.3 Effect of closely spaced fasteners; 6.2.3.4 Effect of heavy reinforcement (shell spalling); 6.2.3.5 Effect of the eccentricity of the load; 6.2.3.6 Special case: three or four edges with ci < ccr,Np; 6.2.4 Concrete cone failure; 6.2.5 Splitting; 6.3 Shear load; 6.3.1 Required verifications; 6.3.2 Steel failure due to shear load without and with lever arm; 6.3.3 Concrete pry-out; 6.3.4 Concrete edge failure 6.4 Combined tension and shear |
| Record Nr. | UNINA-9910824051703321 |
|
Mallée Rainer
|
||
| Berlin, Germany, : Ernst & Sohn, c2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of joints in steel and composite structures : Eurocode 3: design of steel structures, Part 1-8-Design of joints, Eurocode 4: design of composite steel and concrete structures, Part 1-1-General rules and rules for buildings / / Jean-Pierre Jaspart, Klaus Weynand
| Design of joints in steel and composite structures : Eurocode 3: design of steel structures, Part 1-8-Design of joints, Eurocode 4: design of composite steel and concrete structures, Part 1-1-General rules and rules for buildings / / Jean-Pierre Jaspart, Klaus Weynand |
| Autore | Jaspart Jean-Pierre |
| Pubbl/distr/stampa | Berlin, [Germany] : , : Ernst & Sohn : , : ECCS - European Convention for Constructional Steelwork, , 2016 |
| Descrizione fisica | 1 online resource (xxii, 388 pages) : illustrations |
| Disciplina | 672.5 |
| Collana | ECCS Eurocode Design Manuals |
| Soggetto topico | Building, Iron and steel - Joints |
| ISBN |
1-5231-1514-9
3-433-60479-7 3-433-60478-9 3-433-60476-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910134861803321 |
|
Jaspart Jean-Pierre
|
||
| Berlin, [Germany] : , : Ernst & Sohn : , : ECCS - European Convention for Constructional Steelwork, , 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of joints in steel and composite structures : Eurocode 3: design of steel structures, Part 1-8-Design of joints, Eurocode 4: design of composite steel and concrete structures, Part 1-1-General rules and rules for buildings / / Jean-Pierre Jaspart, Klaus Weynand
| Design of joints in steel and composite structures : Eurocode 3: design of steel structures, Part 1-8-Design of joints, Eurocode 4: design of composite steel and concrete structures, Part 1-1-General rules and rules for buildings / / Jean-Pierre Jaspart, Klaus Weynand |
| Autore | Jaspart Jean-Pierre |
| Pubbl/distr/stampa | Berlin, [Germany] : , : Ernst & Sohn : , : ECCS - European Convention for Constructional Steelwork, , 2016 |
| Descrizione fisica | 1 online resource (xxii, 388 pages) : illustrations |
| Disciplina | 672.5 |
| Collana | ECCS Eurocode Design Manuals |
| Soggetto topico | Building, Iron and steel - Joints |
| ISBN |
1-5231-1514-9
3-433-60479-7 3-433-60478-9 3-433-60476-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910830583103321 |
|
Jaspart Jean-Pierre
|
||
| Berlin, [Germany] : , : Ernst & Sohn : , : ECCS - European Convention for Constructional Steelwork, , 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of steel structures : Eurocode 3: Design of steel structures : Part 1-1 General rules and rules for buildings / Luis Simoes da Silva, Rui Simoes, Helena Gervasio
| Design of steel structures : Eurocode 3: Design of steel structures : Part 1-1 General rules and rules for buildings / Luis Simoes da Silva, Rui Simoes, Helena Gervasio |
| Autore | Da Silva, Luis Simoes |
| Edizione | [2. ed] |
| Pubbl/distr/stampa | [Brussels], : ECCS ; Berlin, : Ernst & Sohn, 2016 |
| Descrizione fisica | XVIII, 493 p. ; 24 cm. |
| Altri autori (Persone) |
Simones, Rui
Gervasio, Helena |
| ISBN | 978-92-914713-4-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNICAMPANIA-SUN0131335 |
|
Da Silva, Luis Simoes
|
||
| [Brussels], : ECCS ; Berlin, : Ernst & Sohn, 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Vanvitelli | ||
| ||
Design of steel structures : Eurocode 3: Design of steel structures : Part 1-1 General rules and rules for buildings / Luis Simoes da Silva, Rui Simoes, Helena Gervasio
| Design of steel structures : Eurocode 3: Design of steel structures : Part 1-1 General rules and rules for buildings / Luis Simoes da Silva, Rui Simoes, Helena Gervasio |
| Autore | Da Silva, Luis Simoes |
| Edizione | [2. ed] |
| Pubbl/distr/stampa | [Brussels], : ECCS ; Berlin, : Ernst & Sohn, 2016 |
| Descrizione fisica | XVIII, 493 p. ; 24 cm |
| Altri autori (Persone) |
Gervasio, Helena
Simones, Rui |
| ISBN | 978-92-914713-4-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNICAMPANIA-VAN0131335 |
|
Da Silva, Luis Simoes
|
||
| [Brussels], : ECCS ; Berlin, : Ernst & Sohn, 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Vanvitelli | ||
| ||
