Steel design 1: structural basics : analysis and design of steel structures for buildings according to Eurocode 0, 1 and 3
Gespeichert in:
| Hauptverfasser: | , |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
[Zoetermeer]
Bouwen met Staal
[2019]
[Berlin] Ernst & Sohn, a Wiley brand |
| Schlagworte: | |
| Online-Zugang: | FHD01 FHI01 HWR01 TUM01 Volltext |
| Beschreibung: | Cover -- Title Page -- Colophon -- Illustrations -- Content -- Structural basics -- 1. Structural safety -- 1.1 Probability of failure -- 1.2 Reliability principles -- 1.3 Design value of resistance -- 1.4 Design value of actions -- 1.4.1 Action types -- 1.4.2 Characteristic value of the variable action -- 1.4.3 Combinations of actions -- 1.4.4 Partial factors for actions -- 1.5 Reliability -- 1.5.1 Consequence class -- 1.5.2 Effect on combinations of actions -- 1.5.3 Assessment of existing buildings -- 1.6 EN 1990 -- 1.6.1 General (chapter 1) -- 1.6.2 Requirements (chapter 2) -- 1.6.3 Principles of limit states design (chapter 3) -- 1.6.4 Basic variables (chapter 4) -- 1.6.5 Structural analysis and design assisted by testing (chapter 5) -- 1.6.6 Verification by the partial factor method (chapter 6) -- 1.6.7 Annexes -- 1.7 Literature -- 2. Actions and deformations -- 2.1 Structural requirements and relevant concepts -- 2.1.1 Actions -- 2.1.2 Combinations of actions -- 2.1.3 Limit states -- 2.2 Structural safety -- 2.2.1 Safety level -- 2.2.2 Reliability -- 2.2.3 Partial factors for actions -- 2.2.4 Design working life -- 2.3 Permanent loads -- 2.3.1 Self-weight -- 2.3.2 Favourably acting self-weight -- 2.4 Variable actions -- 2.4.1 Imposed loads -- 2.4.2 Snow -- 2.4.3 Wind -- 2.4.4 Ponding (water accumulation) -- 2.5 Serviceability criteria -- 2.5.1 Vertical deflections and horizontal displacements -- 2.5.2 Vibrations -- 2.6 Actions according to EN 1991 -- 2.6.1 EN 1991-1-1 (densities, self-weight and imposed loads) -- 2.6.2 EN 1991-1-3 (snow load) -- 2.6.3 EN 1991-1-4 (wind action) -- 2.7 Worked examples -- 2.7.1 Actions on a floor in a residential house -- 2.7.2 Actions on a free-standing platform canopy at a station -- 2.7.3 Wind action on the façades of an office building -- 2.8 Literature -- 3. Modelling -- 3.1 Schematisation 3.1.1 Structural system -- 3.1.2 Types of structures -- 3.1.3 Properties of joints -- 3.1.4 Material properties -- 3.2 Cross-section properties -- 3.2.1 Moment/curvature behaviour -- 3.2.2 Classification -- 3.3 Literature -- 4. Analysis -- 4.1 Frames -- 4.1.1 Classification of frames -- 4.1.2 Influence of frame classification on the analysis -- 4.1.3 Imperfections -- 4.1.4 Analysis methods for frames -- 4.2 Analysis methods -- 4.3 Braced frame -- 4.3.1 Analysis of the beam -- 4.3.2 Bracing analysis -- 4.4 Unbraced frame -- 4.4.1 Linear elastic analysis (LA) and material nonlinear analysis (MNA) -- 4.4.2 Joint properties -- 4.4.3 Geometrically nonlinear elastic analysis with imperfections (GNIA) -- 4.5 EN 1993-1-1, chapter 5 -- 4.5.1 Structural modelling for analysis (cl. 5.1) -- 4.5.2 Global analysis (cl. 5.2) -- 4.5.3 Imperfections (cl. 5.3) -- 4.5.4 Methods of analysis considering material non-linearities (cl. 5.4) -- 4.5.5 Classification of cross-sections (cl. 5.5) -- 4.5.6 Cross-section requirements for plastic global analysis (cl. 5.6) -- 4.6 Literature -- 5. Analysis methods -- 5.1 Linear elastic analysis (LA) and materially nonlinear analysis (MNA) -- 5.1.1 Unbraced two-bay frame -- 5.1.2 Rotation capacity -- 5.1.3 Stiffness ratios -- 5.1.4 Initial sway imperfection -- 5.2 Linear buckling (bifurcation or eigenvalue) analysis (LBA) -- 5.3 Geometrically nonlinear elastic analysis including imperfections (GNIA) -- 5.4 Geometrically and materially nonlinear analysis including imperfections (GMNIA) -- 5.4.1 Merchant-Rankine equation -- 5.4.2 Influence of normal force -- 5.5 Literature -- 6. Assessment by code checking -- 6.1 Standards (codes) and guidelines for steel structures -- 6.1.1 Codes -- 6.1.2 Guidelines -- 6.2 EN 1993: Eurocode 3 for steel structures -- 6.2.1 Codes system -- 6.2.2 Sub-division of EN 1993-1-1 -- 6.2.3 Safety philosophy 6.3 Assessment procedure -- 6.4 Modelling for analysis -- 6.4.1 Geometry -- 6.4.2 Supports -- 6.4.3 Type of structure -- 6.4.4 Joints -- 6.5 Structural analysis -- 6.5.1 Influence of deformations -- 6.5.2 Influence of material behaviour -- 6.6 Force distribution and deformations -- 6.6.1 Cross-section classification -- 6.6.2 Structural resistance according to elastic and plastic analysis -- 6.7 Design of cross-sections and members -- 6.7.1 Resistance (strength) -- 6.7.2 Stability -- 6.7.3 Stiffness -- 6.8 Design of connections -- 6.8.1 Bolted connections -- 6.8.2 Welded connections -- 6.9 Literature -- 7. Resistance of cross-sections -- 7.1 General principles -- 7.2 Section properties -- 7.3 Single internal forces -- 7.3.1 Tension -- 7.3.2 Compression -- 7.3.3 Bending moment -- 7.3.4 Shear -- 7.3.5 Torsion -- 7.4 Combined internal forces -- 7.4.1 Bending and shear -- 7.4.2 Bending and axial force -- 7.4.3 Bending, shear and axial force -- 7.5 Elastic theory -- 7.5.1 Equilibrium -- 7.5.2 Yield criterion -- 7.5.3 Elastic stress distribution -- 7.6 Plastic theory -- 7.6.1 Equilibrium -- 7.6.2 Yield criterion -- 7.6.3 Plastic stress distribution -- 7.7 Literature -- EULA. |
| Beschreibung: | 1 Online-Ressource (271 Seiten) Illustrationen, Diagramme |
| ISBN: | 9783433610695 9783433610688 |
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| 245 | 1 | 0 | |a Steel design 1 |b structural basics : analysis and design of steel structures for buildings according to Eurocode 0, 1 and 3 |c H. H. Snijder, H. M. G. M. Steenberger |
| 264 | 1 | |a [Zoetermeer] |b Bouwen met Staal |c [2019] | |
| 264 | 1 | |a [Berlin] |b Ernst & Sohn, a Wiley brand | |
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| 500 | |a Cover -- Title Page -- Colophon -- Illustrations -- Content -- Structural basics -- 1. Structural safety -- 1.1 Probability of failure -- 1.2 Reliability principles -- 1.3 Design value of resistance -- 1.4 Design value of actions -- 1.4.1 Action types -- 1.4.2 Characteristic value of the variable action -- 1.4.3 Combinations of actions -- 1.4.4 Partial factors for actions -- 1.5 Reliability -- 1.5.1 Consequence class -- 1.5.2 Effect on combinations of actions -- 1.5.3 Assessment of existing buildings -- 1.6 EN 1990 -- 1.6.1 General (chapter 1) -- 1.6.2 Requirements (chapter 2) -- 1.6.3 Principles of limit states design (chapter 3) -- 1.6.4 Basic variables (chapter 4) -- 1.6.5 Structural analysis and design assisted by testing (chapter 5) -- 1.6.6 Verification by the partial factor method (chapter 6) -- 1.6.7 Annexes -- 1.7 Literature -- 2. Actions and deformations -- 2.1 Structural requirements and relevant concepts -- 2.1.1 Actions -- 2.1.2 Combinations of actions -- 2.1.3 Limit states -- 2.2 Structural safety -- 2.2.1 Safety level -- 2.2.2 Reliability -- 2.2.3 Partial factors for actions -- 2.2.4 Design working life -- 2.3 Permanent loads -- 2.3.1 Self-weight -- 2.3.2 Favourably acting self-weight -- 2.4 Variable actions -- 2.4.1 Imposed loads -- 2.4.2 Snow -- 2.4.3 Wind -- 2.4.4 Ponding (water accumulation) -- 2.5 Serviceability criteria -- 2.5.1 Vertical deflections and horizontal displacements -- 2.5.2 Vibrations -- 2.6 Actions according to EN 1991 -- 2.6.1 EN 1991-1-1 (densities, self-weight and imposed loads) -- 2.6.2 EN 1991-1-3 (snow load) -- 2.6.3 EN 1991-1-4 (wind action) -- 2.7 Worked examples -- 2.7.1 Actions on a floor in a residential house -- 2.7.2 Actions on a free-standing platform canopy at a station -- 2.7.3 Wind action on the façades of an office building -- 2.8 Literature -- 3. Modelling -- 3.1 Schematisation | ||
| 500 | |a 3.1.1 Structural system -- 3.1.2 Types of structures -- 3.1.3 Properties of joints -- 3.1.4 Material properties -- 3.2 Cross-section properties -- 3.2.1 Moment/curvature behaviour -- 3.2.2 Classification -- 3.3 Literature -- 4. Analysis -- 4.1 Frames -- 4.1.1 Classification of frames -- 4.1.2 Influence of frame classification on the analysis -- 4.1.3 Imperfections -- 4.1.4 Analysis methods for frames -- 4.2 Analysis methods -- 4.3 Braced frame -- 4.3.1 Analysis of the beam -- 4.3.2 Bracing analysis -- 4.4 Unbraced frame -- 4.4.1 Linear elastic analysis (LA) and material nonlinear analysis (MNA) -- 4.4.2 Joint properties -- 4.4.3 Geometrically nonlinear elastic analysis with imperfections (GNIA) -- 4.5 EN 1993-1-1, chapter 5 -- 4.5.1 Structural modelling for analysis (cl. 5.1) -- 4.5.2 Global analysis (cl. 5.2) -- 4.5.3 Imperfections (cl. 5.3) -- 4.5.4 Methods of analysis considering material non-linearities (cl. 5.4) -- 4.5.5 Classification of cross-sections (cl. 5.5) -- 4.5.6 Cross-section requirements for plastic global analysis (cl. 5.6) -- 4.6 Literature -- 5. Analysis methods -- 5.1 Linear elastic analysis (LA) and materially nonlinear analysis (MNA) -- 5.1.1 Unbraced two-bay frame -- 5.1.2 Rotation capacity -- 5.1.3 Stiffness ratios -- 5.1.4 Initial sway imperfection -- 5.2 Linear buckling (bifurcation or eigenvalue) analysis (LBA) -- 5.3 Geometrically nonlinear elastic analysis including imperfections (GNIA) -- 5.4 Geometrically and materially nonlinear analysis including imperfections (GMNIA) -- 5.4.1 Merchant-Rankine equation -- 5.4.2 Influence of normal force -- 5.5 Literature -- 6. Assessment by code checking -- 6.1 Standards (codes) and guidelines for steel structures -- 6.1.1 Codes -- 6.1.2 Guidelines -- 6.2 EN 1993: Eurocode 3 for steel structures -- 6.2.1 Codes system -- 6.2.2 Sub-division of EN 1993-1-1 -- 6.2.3 Safety philosophy | ||
| 500 | |a 6.3 Assessment procedure -- 6.4 Modelling for analysis -- 6.4.1 Geometry -- 6.4.2 Supports -- 6.4.3 Type of structure -- 6.4.4 Joints -- 6.5 Structural analysis -- 6.5.1 Influence of deformations -- 6.5.2 Influence of material behaviour -- 6.6 Force distribution and deformations -- 6.6.1 Cross-section classification -- 6.6.2 Structural resistance according to elastic and plastic analysis -- 6.7 Design of cross-sections and members -- 6.7.1 Resistance (strength) -- 6.7.2 Stability -- 6.7.3 Stiffness -- 6.8 Design of connections -- 6.8.1 Bolted connections -- 6.8.2 Welded connections -- 6.9 Literature -- 7. Resistance of cross-sections -- 7.1 General principles -- 7.2 Section properties -- 7.3 Single internal forces -- 7.3.1 Tension -- 7.3.2 Compression -- 7.3.3 Bending moment -- 7.3.4 Shear -- 7.3.5 Torsion -- 7.4 Combined internal forces -- 7.4.1 Bending and shear -- 7.4.2 Bending and axial force -- 7.4.3 Bending, shear and axial force -- 7.5 Elastic theory -- 7.5.1 Equilibrium -- 7.5.2 Yield criterion -- 7.5.3 Elastic stress distribution -- 7.6 Plastic theory -- 7.6.1 Equilibrium -- 7.6.2 Yield criterion -- 7.6.3 Plastic stress distribution -- 7.7 Literature -- EULA. | ||
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Datensatz im Suchindex
| _version_ | 1804181979149631488 |
|---|---|
| adam_txt | |
| any_adam_object | |
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| author | Snijder, H. H. Steenbergen, H. M. G. M. |
| author_facet | Snijder, H. H. Steenbergen, H. M. G. M. |
| author_role | aut aut |
| author_sort | Snijder, H. H. |
| author_variant | h h s hh hhs h m g m s hmgm hmgms |
| building | Verbundindex |
| bvnumber | BV047017296 |
| classification_rvk | ZI 7200 |
| classification_tum | BAU 510 |
| collection | ZDB-30-PQE ZDB-35-WIC |
| ctrlnum | (ZDB-30-PQE)EBC6270022 (OCoLC)1224015946 (DE-599)BVBBV047017296 |
| discipline | Bauingenieurwesen |
| discipline_str_mv | Bauingenieurwesen |
| format | Electronic eBook |
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Structural safety -- 1.1 Probability of failure -- 1.2 Reliability principles -- 1.3 Design value of resistance -- 1.4 Design value of actions -- 1.4.1 Action types -- 1.4.2 Characteristic value of the variable action -- 1.4.3 Combinations of actions -- 1.4.4 Partial factors for actions -- 1.5 Reliability -- 1.5.1 Consequence class -- 1.5.2 Effect on combinations of actions -- 1.5.3 Assessment of existing buildings -- 1.6 EN 1990 -- 1.6.1 General (chapter 1) -- 1.6.2 Requirements (chapter 2) -- 1.6.3 Principles of limit states design (chapter 3) -- 1.6.4 Basic variables (chapter 4) -- 1.6.5 Structural analysis and design assisted by testing (chapter 5) -- 1.6.6 Verification by the partial factor method (chapter 6) -- 1.6.7 Annexes -- 1.7 Literature -- 2. 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| id | DE-604.BV047017296 |
| illustrated | Not Illustrated |
| index_date | 2024-07-03T15:58:21Z |
| indexdate | 2024-07-10T09:00:15Z |
| institution | BVB |
| isbn | 9783433610695 9783433610688 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-032424831 |
| oclc_num | 1224015946 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM DE-573 DE-1050 DE-2070s |
| owner_facet | DE-91 DE-BY-TUM DE-573 DE-1050 DE-2070s |
| physical | 1 Online-Ressource (271 Seiten) Illustrationen, Diagramme |
| psigel | ZDB-30-PQE ZDB-35-WIC ZDB-30-PQE FHD01_PQE_Kauf ZDB-30-PQE HWR_PDA_PQE ZDB-30-PQE TUM_PDA_PQE_Kauf |
| publishDate | 2019 |
| publishDateSearch | 2019 |
| publishDateSort | 2019 |
| publisher | Bouwen met Staal Ernst & Sohn, a Wiley brand |
| record_format | marc |
| spelling | Snijder, H. H. Verfasser aut Steel design 1 structural basics : analysis and design of steel structures for buildings according to Eurocode 0, 1 and 3 H. H. Snijder, H. M. G. M. Steenberger [Zoetermeer] Bouwen met Staal [2019] [Berlin] Ernst & Sohn, a Wiley brand 1 Online-Ressource (271 Seiten) Illustrationen, Diagramme txt rdacontent c rdamedia cr rdacarrier Cover -- Title Page -- Colophon -- Illustrations -- Content -- Structural basics -- 1. Structural safety -- 1.1 Probability of failure -- 1.2 Reliability principles -- 1.3 Design value of resistance -- 1.4 Design value of actions -- 1.4.1 Action types -- 1.4.2 Characteristic value of the variable action -- 1.4.3 Combinations of actions -- 1.4.4 Partial factors for actions -- 1.5 Reliability -- 1.5.1 Consequence class -- 1.5.2 Effect on combinations of actions -- 1.5.3 Assessment of existing buildings -- 1.6 EN 1990 -- 1.6.1 General (chapter 1) -- 1.6.2 Requirements (chapter 2) -- 1.6.3 Principles of limit states design (chapter 3) -- 1.6.4 Basic variables (chapter 4) -- 1.6.5 Structural analysis and design assisted by testing (chapter 5) -- 1.6.6 Verification by the partial factor method (chapter 6) -- 1.6.7 Annexes -- 1.7 Literature -- 2. Actions and deformations -- 2.1 Structural requirements and relevant concepts -- 2.1.1 Actions -- 2.1.2 Combinations of actions -- 2.1.3 Limit states -- 2.2 Structural safety -- 2.2.1 Safety level -- 2.2.2 Reliability -- 2.2.3 Partial factors for actions -- 2.2.4 Design working life -- 2.3 Permanent loads -- 2.3.1 Self-weight -- 2.3.2 Favourably acting self-weight -- 2.4 Variable actions -- 2.4.1 Imposed loads -- 2.4.2 Snow -- 2.4.3 Wind -- 2.4.4 Ponding (water accumulation) -- 2.5 Serviceability criteria -- 2.5.1 Vertical deflections and horizontal displacements -- 2.5.2 Vibrations -- 2.6 Actions according to EN 1991 -- 2.6.1 EN 1991-1-1 (densities, self-weight and imposed loads) -- 2.6.2 EN 1991-1-3 (snow load) -- 2.6.3 EN 1991-1-4 (wind action) -- 2.7 Worked examples -- 2.7.1 Actions on a floor in a residential house -- 2.7.2 Actions on a free-standing platform canopy at a station -- 2.7.3 Wind action on the façades of an office building -- 2.8 Literature -- 3. Modelling -- 3.1 Schematisation 3.1.1 Structural system -- 3.1.2 Types of structures -- 3.1.3 Properties of joints -- 3.1.4 Material properties -- 3.2 Cross-section properties -- 3.2.1 Moment/curvature behaviour -- 3.2.2 Classification -- 3.3 Literature -- 4. Analysis -- 4.1 Frames -- 4.1.1 Classification of frames -- 4.1.2 Influence of frame classification on the analysis -- 4.1.3 Imperfections -- 4.1.4 Analysis methods for frames -- 4.2 Analysis methods -- 4.3 Braced frame -- 4.3.1 Analysis of the beam -- 4.3.2 Bracing analysis -- 4.4 Unbraced frame -- 4.4.1 Linear elastic analysis (LA) and material nonlinear analysis (MNA) -- 4.4.2 Joint properties -- 4.4.3 Geometrically nonlinear elastic analysis with imperfections (GNIA) -- 4.5 EN 1993-1-1, chapter 5 -- 4.5.1 Structural modelling for analysis (cl. 5.1) -- 4.5.2 Global analysis (cl. 5.2) -- 4.5.3 Imperfections (cl. 5.3) -- 4.5.4 Methods of analysis considering material non-linearities (cl. 5.4) -- 4.5.5 Classification of cross-sections (cl. 5.5) -- 4.5.6 Cross-section requirements for plastic global analysis (cl. 5.6) -- 4.6 Literature -- 5. Analysis methods -- 5.1 Linear elastic analysis (LA) and materially nonlinear analysis (MNA) -- 5.1.1 Unbraced two-bay frame -- 5.1.2 Rotation capacity -- 5.1.3 Stiffness ratios -- 5.1.4 Initial sway imperfection -- 5.2 Linear buckling (bifurcation or eigenvalue) analysis (LBA) -- 5.3 Geometrically nonlinear elastic analysis including imperfections (GNIA) -- 5.4 Geometrically and materially nonlinear analysis including imperfections (GMNIA) -- 5.4.1 Merchant-Rankine equation -- 5.4.2 Influence of normal force -- 5.5 Literature -- 6. Assessment by code checking -- 6.1 Standards (codes) and guidelines for steel structures -- 6.1.1 Codes -- 6.1.2 Guidelines -- 6.2 EN 1993: Eurocode 3 for steel structures -- 6.2.1 Codes system -- 6.2.2 Sub-division of EN 1993-1-1 -- 6.2.3 Safety philosophy 6.3 Assessment procedure -- 6.4 Modelling for analysis -- 6.4.1 Geometry -- 6.4.2 Supports -- 6.4.3 Type of structure -- 6.4.4 Joints -- 6.5 Structural analysis -- 6.5.1 Influence of deformations -- 6.5.2 Influence of material behaviour -- 6.6 Force distribution and deformations -- 6.6.1 Cross-section classification -- 6.6.2 Structural resistance according to elastic and plastic analysis -- 6.7 Design of cross-sections and members -- 6.7.1 Resistance (strength) -- 6.7.2 Stability -- 6.7.3 Stiffness -- 6.8 Design of connections -- 6.8.1 Bolted connections -- 6.8.2 Welded connections -- 6.9 Literature -- 7. Resistance of cross-sections -- 7.1 General principles -- 7.2 Section properties -- 7.3 Single internal forces -- 7.3.1 Tension -- 7.3.2 Compression -- 7.3.3 Bending moment -- 7.3.4 Shear -- 7.3.5 Torsion -- 7.4 Combined internal forces -- 7.4.1 Bending and shear -- 7.4.2 Bending and axial force -- 7.4.3 Bending, shear and axial force -- 7.5 Elastic theory -- 7.5.1 Equilibrium -- 7.5.2 Yield criterion -- 7.5.3 Elastic stress distribution -- 7.6 Plastic theory -- 7.6.1 Equilibrium -- 7.6.2 Yield criterion -- 7.6.3 Plastic stress distribution -- 7.7 Literature -- EULA. Stahlbau (DE-588)4056837-4 gnd rswk-swf Stahlbau (DE-588)4056837-4 s DE-604 Steenbergen, H. M. G. M. Verfasser aut Erscheint auch als Druck-Ausgabe 978-3-433-03336-4 Erscheint auch als Druck-Ausgabe 978-90-72830-98-2 https://onlinelibrary.wiley.com/doi/book/10.1002/9783433610688 Verlag URL des Erstveröffentlichers Volltext |
| spellingShingle | Snijder, H. H. Steenbergen, H. M. G. M. Steel design 1 structural basics : analysis and design of steel structures for buildings according to Eurocode 0, 1 and 3 Stahlbau (DE-588)4056837-4 gnd |
| subject_GND | (DE-588)4056837-4 |
| title | Steel design 1 structural basics : analysis and design of steel structures for buildings according to Eurocode 0, 1 and 3 |
| title_auth | Steel design 1 structural basics : analysis and design of steel structures for buildings according to Eurocode 0, 1 and 3 |
| title_exact_search | Steel design 1 structural basics : analysis and design of steel structures for buildings according to Eurocode 0, 1 and 3 |
| title_exact_search_txtP | Steel design 1 structural basics : analysis and design of steel structures for buildings according to Eurocode 0, 1 and 3 |
| title_full | Steel design 1 structural basics : analysis and design of steel structures for buildings according to Eurocode 0, 1 and 3 H. H. Snijder, H. M. G. M. Steenberger |
| title_fullStr | Steel design 1 structural basics : analysis and design of steel structures for buildings according to Eurocode 0, 1 and 3 H. H. Snijder, H. M. G. M. Steenberger |
| title_full_unstemmed | Steel design 1 structural basics : analysis and design of steel structures for buildings according to Eurocode 0, 1 and 3 H. H. Snijder, H. M. G. M. Steenberger |
| title_short | Steel design 1 |
| title_sort | steel design 1 structural basics analysis and design of steel structures for buildings according to eurocode 0 1 and 3 |
| title_sub | structural basics : analysis and design of steel structures for buildings according to Eurocode 0, 1 and 3 |
| topic | Stahlbau (DE-588)4056837-4 gnd |
| topic_facet | Stahlbau |
| url | https://onlinelibrary.wiley.com/doi/book/10.1002/9783433610688 |
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