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Steel connection analysis /
First book to discuss the analysis of structural steel connections by Finite Element Analysis--which provides fast, efficient, and flexible checking of these vital structural components.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Hoboken, NJ :
John Wiley & Sons, Inc.,
2018.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 020 | |a 9781119303466 | ||
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| 049 | |a UAMI | ||
| 100 | 1 | |a Rugarli, Paolo, |d 1963- |e author. | |
| 245 | 1 | 0 | |a Steel connection analysis / |c Paolo Rugarli. |
| 264 | 1 | |a Hoboken, NJ : |b John Wiley & Sons, Inc., |c 2018. | |
| 264 | 4 | |c ©2018 | |
| 300 | |a 1 online resource | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 504 | |a Includes bibliographical references and index. | ||
| 505 | 0 | |a Intro; Title Page; Copyright; Contents; Preface; Chapter 1 Introduction; 1.1 An Unsolved Problem; 1.2 Limits of Traditional Approaches; 1.2.1 Generality; 1.2.2 Member Stress State Oversimplification; 1.2.3 Single Constituent Internal Combined Effects Linearization; 1.2.4 Single-Constituent External Combined-Effects Neglect; 1.2.5 Neglecting Eccentricities; 1.2.6 Use of Envelopes; 1.2.7 Oversimplification of Plastic Mechanisms Evaluation; 1.2.8 Evaluation of Buckling Phenomena; 1.3 Some Limits of the Codes of Practice; 1.3.1 Problem of Coded Standards; 1.3.2 T-Stub in Eurocode 3. | |
| 505 | 8 | |a 1.3.3 Eurocode 3 Component Model1.3.4 Distribution of Internal Forces; 1.3.5 Prying Forces; 1.3.6 Block Tearing; 1.4 Scope of This Book; 1.5 Automatic Modeling and Analysis of 3D Connections; 1.6 Acknowledgments; References; Chapter 2 Jnodes; 2.1 BFEM; 2.2 From the BFEM to the Member Model; 2.2.1 Physical Model and the Analytical Model; 2.2.2 Member Detection: Connection Codes; 2.2.3 An Automatic Algorithm for Straight Prismatic Member Detection; 2.2.4 Member Data Structure; 2.2.5 Member Classification at a Node; 2.2.6 Member Mutual Alignment Coding; 2.3 Jnodes. | |
| 505 | 8 | |a 2.3.1 Need for the Jnode Concept2.3.2 Jnode Definition; 2.4 Jnode Analytics; 2.4.1 Classification of Jnodes; 2.4.2 Simple Jnodes; 2.4.3 Hierarchical Jnodes; 2.4.4 Central Jnodes; 2.4.5 Cuspidal Jnodes; 2.4.6 Tangent Jnodes; 2.4.7 Constraints; 2.4.8 Summary of Jnode Classification; 2.4.9 Setting Connection Codes: Examples; 2.5 Equal Jnodes Detection; 2.5.1 Toponode; 2.5.2 Jnode Data Structure; 2.5.3 Superimposable Member Couples; 2.5.4 Criteria to Assess Jnodes Equality; 2.5.5 Algorithm to Find Equal Jnodes; 2.5.6 Examples; 2.6 Structural Connectivity Indices; 2.7 Particular Issues. | |
| 505 | 8 | |a 2.7.1 Symmetries2.7.2 Splitting of Jnodes; 2.7.3 Mutual Interaction of Different Jnodes, Jnode Clusters; 2.7.4 Tolerances; 2.8 Jclasses; References; Chapter 3 A Model for Connection; 3.1 Terminology; 3.2 Graphs of Connections; 3.3 Subconstituents vs Layouts; 3.4 Classification of Connections; Reference; Chapter 4 Renodes; 4.1 From Jnode to Renode Concept; 4.2 BREP Geometrical Description of 3D Objects; 4.3 The Scene; 4.3.1 Generality; 4.3.2 Members; 4.3.3 Typical Fittings; 4.3.4 Connectors; 4.4 Dual Geometry; 4.5 Automatic Connection Detection; 4.5.1 Faces in Contact; 4.5.2 Bolt Layouts. | |
| 505 | 8 | |a 4.5.3 Weld Layouts4.6 Elementary Operations; 4.7 Renode Logic and the Chains; 4.7.1 Minimum Compliance Criteria for Renode Good Design; 4.7.2 Chains; 4.7.3 Finding Chains; 4.8 Prenodes; 4.9 After Scene Creation; Chapter 5 Pillars of Connection Analysis; 5.1 Equilibrium; 5.1.1 Generality; 5.1.2 Statics of Free Rigid Bodies; 5.2 Action Reaction Principle; 5.3 Statics of Connections; 5.3.1 Equilibrium of Members in Renodes: Proper and Dual Models; 5.3.2 Force Packets for Compound Members; 5.3.3 Primary Unknowns: Iso-, Hypo-, and Hyperconnectivity; 5.4 Static Theorem of Limit Analysis; 5.5 The Unsaid of the Engineering Simplified Methods; 5.6 Missing Pillars of Connection Analysis; 5.7 Analysis of Connections: General Path. | |
| 505 | 8 | |a 6. Connectors: Weld Layouts; 7. Connectors: Bolt Layouts and Contact; 8. Failure Modes; 9. Analysis: Hybrid Approach; 10. Analysis: Pure FEM Approach; 11. Conclusions and Future Developments; Appendix 1: Conventions and Recalls; Appendix 2: Tangent Stiffness Matrix of Fillet‐Welds; Appendix 3: Tangent Stiffness Matrix of Bolts in Shear; Symbols and Abbreviations; Index. | |
| 588 | 0 | |a Online resource; title from digital title page (viewed on April 19, 2018). | |
| 520 | |a First book to discuss the analysis of structural steel connections by Finite Element Analysis--which provides fast, efficient, and flexible checking of these vital structural components. | ||
| 520 | |a Structural engineers, fabricators, software developing firms, university researchers, and advanced students of civil and structural engineering will all benefit from Steel Connection Analysis. | ||
| 590 | |a Knovel |b ACADEMIC - Civil Engineering & Construction Materials | ||
| 650 | 0 | |a Steel, Structural |x Testing. | |
| 650 | 0 | |a Finite element method. | |
| 650 | 0 | |a Building, Iron and steel |x Joints. | |
| 650 | 6 | |a Méthode des éléments finis. | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
| 650 | 7 | |a Building, Iron and steel |x Joints. |2 fast |0 (OCoLC)fst00840929 | |
| 650 | 7 | |a Finite element method. |2 fast |0 (OCoLC)fst00924897 | |
| 650 | 7 | |a Steel, Structural |x Testing. |2 fast |0 (OCoLC)fst01132830 | |
| 776 | 0 | 8 | |i Print version: |a Rugarli, Paolo, 1963- |t Steel connection analysis. |d Hoboken, NJ : John Wiley & Sons, 2018 |z 9781119303466 |w (DLC) 2017053858 |
| 856 | 4 | 0 | |u https://appknovel.uam.elogim.com/kn/resources/kpSCA00001/toc |z Texto completo |
| 938 | |a ProQuest Ebook Central |b EBLB |n EBL5301739 | ||
| 938 | |a EBSCOhost |b EBSC |n 1713316 | ||
| 938 | |a YBP Library Services |b YANK |n 15224958 | ||
| 938 | |a YBP Library Services |b YANK |n 15171089 | ||
| 994 | |a 92 |b IZTAP | ||