Steel detailers' manual [[electronic resource] /] / Alan Hayward and Frank Weare |
Autore | Hayward Alan (Alan T. J.) |
Edizione | [3rd ed. /] |
Pubbl/distr/stampa | Oxford, : Wiley-Blackwell, 2011 |
Descrizione fisica | 1 online resource (315 p.) |
Disciplina | 624.1/821 |
Altri autori (Persone) |
WeareFrank
OakhillAnthony |
Soggetto topico |
Steel, Structural
Building, Iron and steel Building, Iron and steel - Details |
Soggetto genere / forma | Electronic books. |
ISBN |
1-283-40805-8
9786613408051 1-4443-9326-X 1-4443-9328-6 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Cover; Title Page; Copyright; List of Figures; List of Tables; Preface; Chapter 1: Use of Structural Steel; 1.1 Why Steel?; 1.2 Structural Steels; 1.3 Structural Shapes; 1.4 Tolerances; 1.5 Connections; 1.6 Interface to Foundations; 1.7 Welding; 1.8 Bolting; 1.9 Dos and don'ts; 1.10 Protective Treatment; 1.11 Drawings; 1.12 Codes of Practice; Chapter 2: Detailing Practice; 2.1 General; 2.2 Layout of Drawings; 2.3 Lettering; 2.4 Dimensions; 2.5 Projection; 2.6 Scales; 2.7 Revisions; 2.8 Beam and Column Detailing Conventions; 2.9 Erection Marks; 2.10 Opposite Handing; 2.11 Welds; 2.12 Bolts
2.13 Holding Down Bolts2.14 Abbreviations; Chapter 3: Design Guidance; 3.1 General; 3.2 Load Capacities of Simple Connections; 3.3 Sizes and Load Capacity of Simple Column Bases; Chapter 4: Detailing Data; Chapter 5: Connection Details; Chapter 6: Computer Aided Detailing; 6.1 Introduction; 6.2 Steelwork detailing; 6.3 Constructing a 3-D model of a steel structure; 6.4 Object orientation; 6.5 CNC/rapid prototyping; 6.6 Future developments; Chapter 7: Examples of Structures; 7.1 Multi-storey frame buildings; 7.2 Single-storey frame buildings; 7.3 Portal frame buildings 7.4 Vessel support structure7.5 Roof over reservoir; 7.6 Tower; 7.7 Bridges; 7.8 Single-span highway bridge; 7.9 Highway sign gantry; 7.10 Staircase; Table of Standards; Codes and Standards referred to in this Edition; References; Further Reading; Appendix; Mass of round and square bars; Mass of flats; Metric conversion of units; Building materials; Packaged materials; Angle of internal friction and mass of materials; Values of Ka (Coefficient of Active Pressure) for Cohesionless Materials; Approximate mass of floors; Index |
Record Nr. | UNISA-996212105303316 |
Hayward Alan (Alan T. J.) | ||
Oxford, : Wiley-Blackwell, 2011 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. di Salerno | ||
|
Steel detailers' manual [[electronic resource] /] / Alan Hayward and Frank Weare |
Autore | Hayward Alan (Alan T. J.) |
Edizione | [3rd ed. /] |
Pubbl/distr/stampa | Oxford, : Wiley-Blackwell, 2011 |
Descrizione fisica | 1 online resource (315 p.) |
Disciplina | 624.1/821 |
Altri autori (Persone) |
WeareFrank
OakhillAnthony |
Soggetto topico |
Steel, Structural
Building, Iron and steel Building, Iron and steel - Details |
ISBN |
1-283-40805-8
9786613408051 1-4443-9326-X 1-4443-9328-6 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Cover; Title Page; Copyright; List of Figures; List of Tables; Preface; Chapter 1: Use of Structural Steel; 1.1 Why Steel?; 1.2 Structural Steels; 1.3 Structural Shapes; 1.4 Tolerances; 1.5 Connections; 1.6 Interface to Foundations; 1.7 Welding; 1.8 Bolting; 1.9 Dos and don'ts; 1.10 Protective Treatment; 1.11 Drawings; 1.12 Codes of Practice; Chapter 2: Detailing Practice; 2.1 General; 2.2 Layout of Drawings; 2.3 Lettering; 2.4 Dimensions; 2.5 Projection; 2.6 Scales; 2.7 Revisions; 2.8 Beam and Column Detailing Conventions; 2.9 Erection Marks; 2.10 Opposite Handing; 2.11 Welds; 2.12 Bolts
2.13 Holding Down Bolts2.14 Abbreviations; Chapter 3: Design Guidance; 3.1 General; 3.2 Load Capacities of Simple Connections; 3.3 Sizes and Load Capacity of Simple Column Bases; Chapter 4: Detailing Data; Chapter 5: Connection Details; Chapter 6: Computer Aided Detailing; 6.1 Introduction; 6.2 Steelwork detailing; 6.3 Constructing a 3-D model of a steel structure; 6.4 Object orientation; 6.5 CNC/rapid prototyping; 6.6 Future developments; Chapter 7: Examples of Structures; 7.1 Multi-storey frame buildings; 7.2 Single-storey frame buildings; 7.3 Portal frame buildings 7.4 Vessel support structure7.5 Roof over reservoir; 7.6 Tower; 7.7 Bridges; 7.8 Single-span highway bridge; 7.9 Highway sign gantry; 7.10 Staircase; Table of Standards; Codes and Standards referred to in this Edition; References; Further Reading; Appendix; Mass of round and square bars; Mass of flats; Metric conversion of units; Building materials; Packaged materials; Angle of internal friction and mass of materials; Values of Ka (Coefficient of Active Pressure) for Cohesionless Materials; Approximate mass of floors; Index |
Record Nr. | UNINA-9910131043703321 |
Hayward Alan (Alan T. J.) | ||
Oxford, : Wiley-Blackwell, 2011 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Steel detailers' manual [[electronic resource] /] / Alan Hayward and Frank Weare |
Autore | Hayward Alan (Alan T. J.) |
Edizione | [3rd ed. /] |
Pubbl/distr/stampa | Oxford, : Wiley-Blackwell, 2011 |
Descrizione fisica | 1 online resource (315 p.) |
Disciplina | 624.1/821 |
Altri autori (Persone) |
WeareFrank
OakhillAnthony |
Soggetto topico |
Steel, Structural
Building, Iron and steel Building, Iron and steel - Details |
ISBN |
1-283-40805-8
9786613408051 1-4443-9326-X 1-4443-9328-6 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Cover; Title Page; Copyright; List of Figures; List of Tables; Preface; Chapter 1: Use of Structural Steel; 1.1 Why Steel?; 1.2 Structural Steels; 1.3 Structural Shapes; 1.4 Tolerances; 1.5 Connections; 1.6 Interface to Foundations; 1.7 Welding; 1.8 Bolting; 1.9 Dos and don'ts; 1.10 Protective Treatment; 1.11 Drawings; 1.12 Codes of Practice; Chapter 2: Detailing Practice; 2.1 General; 2.2 Layout of Drawings; 2.3 Lettering; 2.4 Dimensions; 2.5 Projection; 2.6 Scales; 2.7 Revisions; 2.8 Beam and Column Detailing Conventions; 2.9 Erection Marks; 2.10 Opposite Handing; 2.11 Welds; 2.12 Bolts
2.13 Holding Down Bolts2.14 Abbreviations; Chapter 3: Design Guidance; 3.1 General; 3.2 Load Capacities of Simple Connections; 3.3 Sizes and Load Capacity of Simple Column Bases; Chapter 4: Detailing Data; Chapter 5: Connection Details; Chapter 6: Computer Aided Detailing; 6.1 Introduction; 6.2 Steelwork detailing; 6.3 Constructing a 3-D model of a steel structure; 6.4 Object orientation; 6.5 CNC/rapid prototyping; 6.6 Future developments; Chapter 7: Examples of Structures; 7.1 Multi-storey frame buildings; 7.2 Single-storey frame buildings; 7.3 Portal frame buildings 7.4 Vessel support structure7.5 Roof over reservoir; 7.6 Tower; 7.7 Bridges; 7.8 Single-span highway bridge; 7.9 Highway sign gantry; 7.10 Staircase; Table of Standards; Codes and Standards referred to in this Edition; References; Further Reading; Appendix; Mass of round and square bars; Mass of flats; Metric conversion of units; Building materials; Packaged materials; Angle of internal friction and mass of materials; Values of Ka (Coefficient of Active Pressure) for Cohesionless Materials; Approximate mass of floors; Index |
Record Nr. | UNINA-9910821005303321 |
Hayward Alan (Alan T. J.) | ||
Oxford, : Wiley-Blackwell, 2011 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Steel detailers' manual [[electronic resource] /] / Alan Hayward and Frank Weare |
Autore | Hayward Alan (Alan T. J.) |
Edizione | [2nd ed. /] |
Pubbl/distr/stampa | Malden, MA, : Blackwell Science, 2001 |
Descrizione fisica | 1 online resource (182 p.) |
Disciplina | 624.1/821 |
Altri autori (Persone) |
WeareFrank
OakhillAnthony, C. Eng. |
Soggetto topico |
Steel, Structural
Building, Iron and steel Building, Iron and steel - Details |
ISBN |
1-281-30840-4
9786611308407 0-470-77438-X 1-4051-8000-5 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Contents; List of Figures; List of Tables; Foreword by the Director General of the British; Preface to the First Edition; Preface to the Second Edition; 1 Use of Structural Steel; 1.1 Why steel?; 1.2 Structural steels; 1.2.1 Requirements; 1.2.2 Recommended grades; 1.2.3 Weather resistant steels; 1.3 Structural shapes; 1.4 Tolerances; 1.4.1 General; 1.4.2 Worked examples - welding distortion for plate girder; 1.5 Connections; 1.6 Interface to foundations; 1.7 Welding; 1.7.1 Weld types; 1.7.2 Processes; 1.7.3 Weld size; 1.7.4 Choice of weld types; 1.7.5 Lamellar tearing; 1.8 Bolting
1.8.1 General1.8.2 High strength friction grip (HSFG) bolts; 1.9 Dosanddon'ts; 1.10 Protective treatment; 1.11 Drawings; 1.11.1 Engineer's drawings; 1.11.2 Workshop drawings; 1.11.3 Computer aided detailing; 1.12 Codes of practice; 1.12.1 Buildings; 1.12.2 Bridges; 2 Detailing Practice; 2.1 General; 2.2 Layout of drawings; 2.3 Lettering; 2.4 Dimensions; 2.5 Projection; 2.6 Scales; 2.7 Revisions; 2.8 Beam and column detailing conventions; 2.9 Erection marks; 2.10 Opposite handing; 2.11 Welds; 2.12 Bolts; 2.13 Holding down bolts; 2.14 Abbreviations; 3 Design Guidance; 3.1 General 3.2 Load capacities of simple connections3.3 Sizes and load capacity of simple column bases; 4 Detailing Data; 5 Connection Details; 6 Computer Aided Detailing; 6.1 Introduction; 6.2 Steelwork detailing; 6.3 Constructing a 3-D model of a steel structure; 6.4 Object orientation; 6.5 Future developments; 7 Examples of Structures; 7.1 Multi-storey frame buildings; 7.1.1 Fire resistance; 7.2 Single-storey frame buildings; 7.3 Portal frame buildings; 7.4 Vessel support structure; 7.5 Roof over reservoir; 7.6 Tower; 7.7 Bridges; 7.8 Single-span highway bridge; 7.9 Highway sign gantry 7.10 StaircaseReferences; Further Reading; Appendix; Index |
Record Nr. | UNINA-9910784796503321 |
Hayward Alan (Alan T. J.) | ||
Malden, MA, : Blackwell Science, 2001 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Steel detailers' manual [[electronic resource] /] / Alan Hayward and Frank Weare |
Autore | Hayward Alan (Alan T. J.) |
Edizione | [2nd ed. /] |
Pubbl/distr/stampa | Malden, MA, : Blackwell Science, 2001 |
Descrizione fisica | 1 online resource (182 p.) |
Disciplina | 624.1/821 |
Altri autori (Persone) |
WeareFrank
OakhillAnthony, C. Eng. |
Soggetto topico |
Steel, Structural
Building, Iron and steel Building, Iron and steel - Details |
ISBN |
1-281-30840-4
9786611308407 0-470-77438-X 1-4051-8000-5 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Contents; List of Figures; List of Tables; Foreword by the Director General of the British; Preface to the First Edition; Preface to the Second Edition; 1 Use of Structural Steel; 1.1 Why steel?; 1.2 Structural steels; 1.2.1 Requirements; 1.2.2 Recommended grades; 1.2.3 Weather resistant steels; 1.3 Structural shapes; 1.4 Tolerances; 1.4.1 General; 1.4.2 Worked examples - welding distortion for plate girder; 1.5 Connections; 1.6 Interface to foundations; 1.7 Welding; 1.7.1 Weld types; 1.7.2 Processes; 1.7.3 Weld size; 1.7.4 Choice of weld types; 1.7.5 Lamellar tearing; 1.8 Bolting
1.8.1 General1.8.2 High strength friction grip (HSFG) bolts; 1.9 Dosanddon'ts; 1.10 Protective treatment; 1.11 Drawings; 1.11.1 Engineer's drawings; 1.11.2 Workshop drawings; 1.11.3 Computer aided detailing; 1.12 Codes of practice; 1.12.1 Buildings; 1.12.2 Bridges; 2 Detailing Practice; 2.1 General; 2.2 Layout of drawings; 2.3 Lettering; 2.4 Dimensions; 2.5 Projection; 2.6 Scales; 2.7 Revisions; 2.8 Beam and column detailing conventions; 2.9 Erection marks; 2.10 Opposite handing; 2.11 Welds; 2.12 Bolts; 2.13 Holding down bolts; 2.14 Abbreviations; 3 Design Guidance; 3.1 General 3.2 Load capacities of simple connections3.3 Sizes and load capacity of simple column bases; 4 Detailing Data; 5 Connection Details; 6 Computer Aided Detailing; 6.1 Introduction; 6.2 Steelwork detailing; 6.3 Constructing a 3-D model of a steel structure; 6.4 Object orientation; 6.5 Future developments; 7 Examples of Structures; 7.1 Multi-storey frame buildings; 7.1.1 Fire resistance; 7.2 Single-storey frame buildings; 7.3 Portal frame buildings; 7.4 Vessel support structure; 7.5 Roof over reservoir; 7.6 Tower; 7.7 Bridges; 7.8 Single-span highway bridge; 7.9 Highway sign gantry 7.10 StaircaseReferences; Further Reading; Appendix; Index |
Record Nr. | UNISA-996201819103316 |
Hayward Alan (Alan T. J.) | ||
Malden, MA, : Blackwell Science, 2001 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. di Salerno | ||
|
Steel detailers' manual [[electronic resource] /] / Alan Hayward and Frank Weare |
Autore | Hayward Alan (Alan T. J.) |
Edizione | [2nd ed. /] |
Pubbl/distr/stampa | Malden, MA, : Blackwell Science, 2001 |
Descrizione fisica | 1 online resource (182 p.) |
Disciplina | 624.1/821 |
Altri autori (Persone) |
WeareFrank
OakhillAnthony, C. Eng. |
Soggetto topico |
Steel, Structural
Building, Iron and steel Building, Iron and steel - Details |
ISBN |
1-281-30840-4
9786611308407 0-470-77438-X 1-4051-8000-5 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Contents; List of Figures; List of Tables; Foreword by the Director General of the British; Preface to the First Edition; Preface to the Second Edition; 1 Use of Structural Steel; 1.1 Why steel?; 1.2 Structural steels; 1.2.1 Requirements; 1.2.2 Recommended grades; 1.2.3 Weather resistant steels; 1.3 Structural shapes; 1.4 Tolerances; 1.4.1 General; 1.4.2 Worked examples - welding distortion for plate girder; 1.5 Connections; 1.6 Interface to foundations; 1.7 Welding; 1.7.1 Weld types; 1.7.2 Processes; 1.7.3 Weld size; 1.7.4 Choice of weld types; 1.7.5 Lamellar tearing; 1.8 Bolting
1.8.1 General1.8.2 High strength friction grip (HSFG) bolts; 1.9 Dosanddon'ts; 1.10 Protective treatment; 1.11 Drawings; 1.11.1 Engineer's drawings; 1.11.2 Workshop drawings; 1.11.3 Computer aided detailing; 1.12 Codes of practice; 1.12.1 Buildings; 1.12.2 Bridges; 2 Detailing Practice; 2.1 General; 2.2 Layout of drawings; 2.3 Lettering; 2.4 Dimensions; 2.5 Projection; 2.6 Scales; 2.7 Revisions; 2.8 Beam and column detailing conventions; 2.9 Erection marks; 2.10 Opposite handing; 2.11 Welds; 2.12 Bolts; 2.13 Holding down bolts; 2.14 Abbreviations; 3 Design Guidance; 3.1 General 3.2 Load capacities of simple connections3.3 Sizes and load capacity of simple column bases; 4 Detailing Data; 5 Connection Details; 6 Computer Aided Detailing; 6.1 Introduction; 6.2 Steelwork detailing; 6.3 Constructing a 3-D model of a steel structure; 6.4 Object orientation; 6.5 Future developments; 7 Examples of Structures; 7.1 Multi-storey frame buildings; 7.1.1 Fire resistance; 7.2 Single-storey frame buildings; 7.3 Portal frame buildings; 7.4 Vessel support structure; 7.5 Roof over reservoir; 7.6 Tower; 7.7 Bridges; 7.8 Single-span highway bridge; 7.9 Highway sign gantry 7.10 StaircaseReferences; Further Reading; Appendix; Index |
Record Nr. | UNINA-9910825259603321 |
Hayward Alan (Alan T. J.) | ||
Malden, MA, : Blackwell Science, 2001 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Steel structures : practical design studies / / Hassan Al Nageim |
Autore | Al Nageim H (Hassan) |
Edizione | [Fourth edition.] |
Pubbl/distr/stampa | Boca Raton : , : Taylor & Francis, CRC Press, , [2017] |
Descrizione fisica | 1 online resource (455 pages) : illustrations |
Disciplina | 693/.71 |
Collana | A Spon Press Book |
Soggetto topico |
Structural analysis (Engineering)
Building, Iron and steel |
ISBN |
1-4822-6362-9
1-315-38169-9 1-4822-6357-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | 1. Introduction to structural design : the meaning, the purpose and the limits of structural design : general -- 2. Steel structures : structural engineering -- 3. Structrual steel desing -- 4. Preliminary design -- 5. Single-storey, one-way-spanning buildings -- 6. Single-storey, one-way-spanning pinned-base portal-plastic design to EC3 -- 7. Multistorey buildings -- 8. Multistorey buildings, simple design to EC3 -- 9. Floor systems -- 10. Composite floor system to EC4 -- 11. Tall buildings -- 12. Wide-span buildings -- 13. Composite steel columns to EC3 and EC4 : theory, uses and practical design studies -- 14. Steel plate girders : design to EC3 -- 15. Plate girder : practical design studies -- 16. Sustainable steel buildings and energy saving. |
Record Nr. | UNINA-9910149364303321 |
Al Nageim H (Hassan) | ||
Boca Raton : , : Taylor & Francis, CRC Press, , [2017] | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Steel structures [[electronic resource] ] : design using FEM / / Rolf Kindmann, Matthias Kraus |
Autore | Kindmann Rolf |
Pubbl/distr/stampa | Berlin, : Wilhelm Ernst & Sohn, c2011 |
Descrizione fisica | 1 online resource (554 p.) |
Disciplina |
624.1/821
624.1821 |
Altri autori (Persone) | KrausMatthias |
Soggetto topico |
Building, Iron and steel
Structural design Finite element method |
Soggetto genere / forma | Electronic books. |
ISBN |
3-433-60126-7
1-280-66281-6 9786613639745 3-433-60125-9 3-433-60077-5 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Title Page; Table of Content; 1 Introduction; 1.1 Verification Methods; 1.2 Methods to Determine the Internal Forces and Moments; 1.3 Element Types and Fields of Application; 1.4 Linear and Nonlinear Calculations; 1.5 Designations and Assumptions; 1.6 Fundamental Relationships; 1.7 Limit States and Load Combinations; 1.8 Introductory Example; 1.9 Content and Outline; 1.10 Computer Programs; 2 Cross Section Properties; 2.1 Overview; 2.2 Utilisation of Symmetry Properties; 2.3 Standardisation Part I: Centre of Gravity, Principal Axes and Moments of Inertia
2.4 Calculation of Standardised Cross Section Properties Part I2.4.1 Separation of the Cross Section into Partial Areas; 2.4.2 Partial Areas of Thin-Walled Rectangles; 2.4.3 Basic Cross Sections and Elementary Compound Cross Section Shapes; 2.4.4 Tabular Calculation of Cross Section Properties; 2.4.5 Numeric Integration / Fibre and Stripe Model; 2.5 Standardisation Part II: Shear Centre, Warping Ordinate and Warping Constant; 2.6 Warping Ordinate; 2.7 Shear Centre M; 3 Principles of FEM; 3.1 General Information; 3.2 Basic Concepts and Methodology; 3.3 Progress of the Calculations 3.4 Equilibrium3.4.1 Preliminary Remarks; 3.4.2 Virtual Work Principle; 3.4.3 Principle of Minimum of Potential Energy; 3.4.4 Differential Equations; 3.5 Basis Functions for the Deformations; 3.5.1 General; 3.5.2 Polynomial Functions for Beam Elements; 3.5.3 Trigonometric and Hyperbolic Functions for Beam Elements; 3.5.4 Basis Functions for Plate Buckling; 3.5.5 One-Dimensional Functions for Cross Sections; 3.5.6 Two-Dimensional Functions for Cross Sections; 4 FEM for Linear Calculations of Beam Structures; 4.1 Introduction; 4.2 Beam Elements for Linear Calculations 4.2.1 Linking Deformations to Internal Forces and Moments4.2.2 Axial Force; 4.2.3 Bending; 4.2.4 Torsion; 4.2.5 Arbitrary Stresses; 4.3 Nodal Equilibrium in the Global Coordinate System; 4.4 Reference Systems and Transformations; 4.4.1 Problem; 4.4.2 Beam Elements in the X-Z Plane; 4.4.3 Beam Elements in a Three-Dimensional X-Y-Z COS; 4.4.4 Loads; 4.4.5 Warping Moment and Derivative of the Angle of Twist; 4.4.6 Finite Elements for Arbitrary Reference Points; 4.5 Systems of Equations; 4.5.1 Aim; 4.5.2 Total Stiffness Matrix; 4.5.3 Total Load Vector; 4.5.4 Geometric Boundary Conditions 4.6 Calculation of the Deformations4.7 Determination of the Internal Forces and Moments; 4.8 Determination of Support Reactions; 4.9 Loadings; 4.9.1 Concentrated Loads; 4.9.2 Distributed Loads; 4.9.3 Settlements; 4.9.4 Influences of Temperature; 4.10 Springs and Shear Diaphragms; 5 FEM for Nonlinear Calculations of Beam Structures; 5.1 General; 5.2 Equilibrium at the Deformed System; 5.3 Extension of the Virtual Work; 5.4 Nodal Equilibrium with Consideration of the Deformations; 5.5 Geometric Stiffness Matrix; 5.6 Special Case: Bending with Compression or Tension Force 5.7 Initial Deformations and Equivalent Geometric Imperfections |
Record Nr. | UNISA-996212900103316 |
Kindmann Rolf | ||
Berlin, : Wilhelm Ernst & Sohn, c2011 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. di Salerno | ||
|
Steel structures [[electronic resource] ] : design using FEM / / Rolf Kindmann, Matthias Kraus |
Autore | Kindmann Rolf |
Pubbl/distr/stampa | Berlin, : Wilhelm Ernst & Sohn, c2011 |
Descrizione fisica | 1 online resource (554 p.) |
Disciplina |
624.1/821
624.1821 |
Altri autori (Persone) | KrausMatthias |
Soggetto topico |
Building, Iron and steel
Structural design Finite element method |
Soggetto genere / forma | Electronic books. |
ISBN |
3-433-60126-7
1-280-66281-6 9786613639745 3-433-60125-9 3-433-60077-5 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Title Page; Table of Content; 1 Introduction; 1.1 Verification Methods; 1.2 Methods to Determine the Internal Forces and Moments; 1.3 Element Types and Fields of Application; 1.4 Linear and Nonlinear Calculations; 1.5 Designations and Assumptions; 1.6 Fundamental Relationships; 1.7 Limit States and Load Combinations; 1.8 Introductory Example; 1.9 Content and Outline; 1.10 Computer Programs; 2 Cross Section Properties; 2.1 Overview; 2.2 Utilisation of Symmetry Properties; 2.3 Standardisation Part I: Centre of Gravity, Principal Axes and Moments of Inertia
2.4 Calculation of Standardised Cross Section Properties Part I2.4.1 Separation of the Cross Section into Partial Areas; 2.4.2 Partial Areas of Thin-Walled Rectangles; 2.4.3 Basic Cross Sections and Elementary Compound Cross Section Shapes; 2.4.4 Tabular Calculation of Cross Section Properties; 2.4.5 Numeric Integration / Fibre and Stripe Model; 2.5 Standardisation Part II: Shear Centre, Warping Ordinate and Warping Constant; 2.6 Warping Ordinate; 2.7 Shear Centre M; 3 Principles of FEM; 3.1 General Information; 3.2 Basic Concepts and Methodology; 3.3 Progress of the Calculations 3.4 Equilibrium3.4.1 Preliminary Remarks; 3.4.2 Virtual Work Principle; 3.4.3 Principle of Minimum of Potential Energy; 3.4.4 Differential Equations; 3.5 Basis Functions for the Deformations; 3.5.1 General; 3.5.2 Polynomial Functions for Beam Elements; 3.5.3 Trigonometric and Hyperbolic Functions for Beam Elements; 3.5.4 Basis Functions for Plate Buckling; 3.5.5 One-Dimensional Functions for Cross Sections; 3.5.6 Two-Dimensional Functions for Cross Sections; 4 FEM for Linear Calculations of Beam Structures; 4.1 Introduction; 4.2 Beam Elements for Linear Calculations 4.2.1 Linking Deformations to Internal Forces and Moments4.2.2 Axial Force; 4.2.3 Bending; 4.2.4 Torsion; 4.2.5 Arbitrary Stresses; 4.3 Nodal Equilibrium in the Global Coordinate System; 4.4 Reference Systems and Transformations; 4.4.1 Problem; 4.4.2 Beam Elements in the X-Z Plane; 4.4.3 Beam Elements in a Three-Dimensional X-Y-Z COS; 4.4.4 Loads; 4.4.5 Warping Moment and Derivative of the Angle of Twist; 4.4.6 Finite Elements for Arbitrary Reference Points; 4.5 Systems of Equations; 4.5.1 Aim; 4.5.2 Total Stiffness Matrix; 4.5.3 Total Load Vector; 4.5.4 Geometric Boundary Conditions 4.6 Calculation of the Deformations4.7 Determination of the Internal Forces and Moments; 4.8 Determination of Support Reactions; 4.9 Loadings; 4.9.1 Concentrated Loads; 4.9.2 Distributed Loads; 4.9.3 Settlements; 4.9.4 Influences of Temperature; 4.10 Springs and Shear Diaphragms; 5 FEM for Nonlinear Calculations of Beam Structures; 5.1 General; 5.2 Equilibrium at the Deformed System; 5.3 Extension of the Virtual Work; 5.4 Nodal Equilibrium with Consideration of the Deformations; 5.5 Geometric Stiffness Matrix; 5.6 Special Case: Bending with Compression or Tension Force 5.7 Initial Deformations and Equivalent Geometric Imperfections |
Record Nr. | UNINA-9910141260503321 |
Kindmann Rolf | ||
Berlin, : Wilhelm Ernst & Sohn, c2011 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Steel structures [[electronic resource] ] : design using FEM / / Rolf Kindmann, Matthias Kraus |
Autore | Kindmann Rolf |
Pubbl/distr/stampa | Berlin, : Wilhelm Ernst & Sohn, c2011 |
Descrizione fisica | 1 online resource (554 p.) |
Disciplina |
624.1/821
624.1821 |
Altri autori (Persone) | KrausMatthias |
Soggetto topico |
Building, Iron and steel
Structural design Finite element method |
ISBN |
3-433-60126-7
1-280-66281-6 9786613639745 3-433-60125-9 3-433-60077-5 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Title Page; Table of Content; 1 Introduction; 1.1 Verification Methods; 1.2 Methods to Determine the Internal Forces and Moments; 1.3 Element Types and Fields of Application; 1.4 Linear and Nonlinear Calculations; 1.5 Designations and Assumptions; 1.6 Fundamental Relationships; 1.7 Limit States and Load Combinations; 1.8 Introductory Example; 1.9 Content and Outline; 1.10 Computer Programs; 2 Cross Section Properties; 2.1 Overview; 2.2 Utilisation of Symmetry Properties; 2.3 Standardisation Part I: Centre of Gravity, Principal Axes and Moments of Inertia
2.4 Calculation of Standardised Cross Section Properties Part I2.4.1 Separation of the Cross Section into Partial Areas; 2.4.2 Partial Areas of Thin-Walled Rectangles; 2.4.3 Basic Cross Sections and Elementary Compound Cross Section Shapes; 2.4.4 Tabular Calculation of Cross Section Properties; 2.4.5 Numeric Integration / Fibre and Stripe Model; 2.5 Standardisation Part II: Shear Centre, Warping Ordinate and Warping Constant; 2.6 Warping Ordinate; 2.7 Shear Centre M; 3 Principles of FEM; 3.1 General Information; 3.2 Basic Concepts and Methodology; 3.3 Progress of the Calculations 3.4 Equilibrium3.4.1 Preliminary Remarks; 3.4.2 Virtual Work Principle; 3.4.3 Principle of Minimum of Potential Energy; 3.4.4 Differential Equations; 3.5 Basis Functions for the Deformations; 3.5.1 General; 3.5.2 Polynomial Functions for Beam Elements; 3.5.3 Trigonometric and Hyperbolic Functions for Beam Elements; 3.5.4 Basis Functions for Plate Buckling; 3.5.5 One-Dimensional Functions for Cross Sections; 3.5.6 Two-Dimensional Functions for Cross Sections; 4 FEM for Linear Calculations of Beam Structures; 4.1 Introduction; 4.2 Beam Elements for Linear Calculations 4.2.1 Linking Deformations to Internal Forces and Moments4.2.2 Axial Force; 4.2.3 Bending; 4.2.4 Torsion; 4.2.5 Arbitrary Stresses; 4.3 Nodal Equilibrium in the Global Coordinate System; 4.4 Reference Systems and Transformations; 4.4.1 Problem; 4.4.2 Beam Elements in the X-Z Plane; 4.4.3 Beam Elements in a Three-Dimensional X-Y-Z COS; 4.4.4 Loads; 4.4.5 Warping Moment and Derivative of the Angle of Twist; 4.4.6 Finite Elements for Arbitrary Reference Points; 4.5 Systems of Equations; 4.5.1 Aim; 4.5.2 Total Stiffness Matrix; 4.5.3 Total Load Vector; 4.5.4 Geometric Boundary Conditions 4.6 Calculation of the Deformations4.7 Determination of the Internal Forces and Moments; 4.8 Determination of Support Reactions; 4.9 Loadings; 4.9.1 Concentrated Loads; 4.9.2 Distributed Loads; 4.9.3 Settlements; 4.9.4 Influences of Temperature; 4.10 Springs and Shear Diaphragms; 5 FEM for Nonlinear Calculations of Beam Structures; 5.1 General; 5.2 Equilibrium at the Deformed System; 5.3 Extension of the Virtual Work; 5.4 Nodal Equilibrium with Consideration of the Deformations; 5.5 Geometric Stiffness Matrix; 5.6 Special Case: Bending with Compression or Tension Force 5.7 Initial Deformations and Equivalent Geometric Imperfections |
Record Nr. | UNINA-9910829959303321 |
Kindmann Rolf | ||
Berlin, : Wilhelm Ernst & Sohn, c2011 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
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