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Crashkurs storytelling : grundlagen und umsetzung / / Werner T. Fuchs
| Crashkurs storytelling : grundlagen und umsetzung / / Werner T. Fuchs |
| Autore | Fuchs Werner T. |
| Edizione | [1. Auflage.] |
| Pubbl/distr/stampa | Freiburg im Breisgau, [Germany] ; ; München, [Germany] ; ; Stuttgart, [Germany] : , : Haufe Gruppe, , 2017 |
| Descrizione fisica | 1 online resource (222 pages) |
| Disciplina | 808.543 |
| Soggetto topico | Storytelling |
| ISBN |
3-648-08318-X
3-648-08317-1 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Record Nr. | UNINA-9910162995003321 |
Fuchs Werner T.
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| Freiburg im Breisgau, [Germany] ; ; München, [Germany] ; ; Stuttgart, [Germany] : , : Haufe Gruppe, , 2017 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Der Dornauszieher / Werner Fuchs
| Der Dornauszieher / Werner Fuchs |
| Autore | Fuchs, Werner |
| Pubbl/distr/stampa | Bremen : Walter Dorn, c1958 |
| Descrizione fisica | 14 p., 8 tav. ; 21 cm |
| Collana | Opus Nobile |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Record Nr. | UNINA-990005532950403321 |
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Fuchs, Werner
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| Bremen : Walter Dorn, c1958 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Der Schifesfund von Mahdia / Werner Fuchs
| Der Schifesfund von Mahdia / Werner Fuchs |
| Autore | Fuchs, Werner |
| Pubbl/distr/stampa | Tnbingen, : Ernst Wasmuth, 1963 |
| Descrizione fisica | 48 p., 84 tav. ; 29 cm |
| Collana | Bilder Hefte des deutschen archäologischen Institut Rom |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Record Nr. | UNINA-990005370100403321 |
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Fuchs, Werner
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| Tnbingen, : Ernst Wasmuth, 1963 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Der Schiffsfund von Mahdia / Werner Fuchs
| Der Schiffsfund von Mahdia / Werner Fuchs |
| Autore | Fuchs, Werner |
| Pubbl/distr/stampa | Tübingen : Ernst Wasmuth, 1963 |
| Descrizione fisica | 48 p. : ill. ; 29 cm |
| Disciplina | 930.1 |
| Collana | Bilderhefte des Deutschen Archaologischen Instituts Rom |
| Soggetto non controllato | Archeologia |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Record Nr. | UNINA-990004028210403321 |
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Fuchs, Werner
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| Tübingen : Ernst Wasmuth, 1963 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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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 |
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Mallée Rainer
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| Berlin, Germany, : Ernst & Sohn, c2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
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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 |
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Mallée Rainer
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| 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 |
| 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 |
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Mallée Rainer
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| Berlin, Germany, : Ernst & Sohn, c2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Die Griechische Plastik / Werner Fuchs, Josef Floren
| Die Griechische Plastik / Werner Fuchs, Josef Floren |
| Autore | FUCHS, Werner |
| Edizione | [Munchen : Beck] |
| Descrizione fisica | 1.: Die Geometrische und Archaische Plastik / von Josef Floren |
| Altri autori (Persone) | FLOREN, Josef |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Altri titoli varianti | Die Geometrische und Archaische Plastik |
| Record Nr. | UNIOR-UON00098156 |
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FUCHS, Werner
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| Materiale a stampa | ||
| Lo trovi qui: Univ. L'Orientale | ||
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Die griechische Plastik. 1, Die geometrische und archaische Plastik / von Josef Floren ; von Werner Fuchs
| Die griechische Plastik. 1, Die geometrische und archaische Plastik / von Josef Floren ; von Werner Fuchs |
| Autore | Floren, Josef |
| Pubbl/distr/stampa | München : Beck, 1987 |
| Descrizione fisica | XXXI, 482 p., 40 p. di tav. : ill. ; 25 cm. |
| Altri autori (Persone) | Fuchs, Werner |
| ISBN | 34-06-31718-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Record Nr. | UNICAMPANIA-SUN0063888 |
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Floren, Josef
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| München : Beck, 1987 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Vanvitelli | ||
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Die griechische Plastik. 1, Die geometrische und archaische Plastik / von Josef Floren ; von Werner Fuchs
| Die griechische Plastik. 1, Die geometrische und archaische Plastik / von Josef Floren ; von Werner Fuchs |
| Autore | Floren, Josef |
| Pubbl/distr/stampa | München, : Beck, 1987 |
| Descrizione fisica | XXXI, 482 p., 40 p. di tav. : ill. ; 25 cm. |
| Altri autori (Persone) | Fuchs, Werner |
| ISBN | 34-06-31718-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Record Nr. | UNICAMPANIA-VAN0063888 |
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Floren, Josef
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| München, : Beck, 1987 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Vanvitelli | ||
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