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Connections in steel structures III : behaviour, strength, and design : proceedings of the third international workshop held at Hotel Villa Madruzzo, Trento, Italy, 29-31 May 1995 / / edited by Reidar Bjorhovde, Andre Colson, Riccardo Zandonini
| Connections in steel structures III : behaviour, strength, and design : proceedings of the third international workshop held at Hotel Villa Madruzzo, Trento, Italy, 29-31 May 1995 / / edited by Reidar Bjorhovde, Andre Colson, Riccardo Zandonini |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Tarrytown, NY, : Pergamon, : Elsevier Science, Inc., 1996 |
| Descrizione fisica | 1 online resource (635 p.) |
| Disciplina | 672.5/2042 |
| Altri autori (Persone) |
BjorhovdeReidar
ColsonAndre ZandoniniRiccardo |
| Soggetto topico |
Welded joints
Bolted joints Building, Iron and steel |
| ISBN |
1-281-05391-0
9786611053918 0-08-052979-8 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Connections in Steel Structures III; Copyright Page; Contents; Foreword; Introductory Notes; PART I: COMPOSITE CONNECTIONS; Chapter 1. Finite Element Modeling of Partially Restrained Beam-to-Girder Connections; Chapter 2. Influence of Slip of the Shear Connection on Composite Joint Behaviour; Chapter 3. The Use of a Rolled Wide-Flange as a Bridge Support Bearing; Chapter 4. Prediction Method for Moment-Rotation Behaviour of Composite Beam to Steel Column Connection; Chapter 5. Performance of Mixed Connections under Combined Loads
Chapter 6. Experimental Behaviour of Semi-Rigid Connections in FramesPART II: SPECIAL CONNECTIONS; Chapter 7. Connection Between Steel Beams and Concrete Filled R.H.S. Based on the Stud Technique (Threaded Stud); Chapter 8. Design of Bolted Connections with Injection Bolts; Chapter 9. Welded Connections in Thin Cold-Formed Rectangular Hollow Sections; Chapter 10. Seismic Performance of CFT Column-to-WF Beam Moment Connections; Chapter 11. Fatigue Behaviour of Mis-Matched Butt Welded Heavy I-Beams and the Rotation Capacity of Joints Made of QST-Steel Chapter 12. The Static Strength and Behaviour of Uniplanar and Multiplanar Connections between I-Beams and RHS ColumnsChapter 13. The Static Strength and Behaviour of Multiplanar I-Beam to Tubular Column Connections Loaded with In-Plane Bending Moments; PART III: DESIGN METHODS; Chapter 14. Design Methods for Truss and Bracing Connections; Chapter 15. Steel Moment Connections According to Eurocode 3. Simple design aids for rigid and semi-rigid joints; Chapter 16. Strength of Moment End-Plate Connections with Multiple Bolt Rows at the Beam Tension Flange Chapter 17. Stiffened Seated Connections on Column WebsChapter 18. Partial Fixity from Simple Beam Connections; Chapter 19. Estimates of Ductility Requirements for Simple Shear Connections; Chapter 20. Plastic Design of Semi-Rigid Frames; Chapter 21. Eurocode 4 and Design of Composite Joints; Chapter 22. Mechanical Modeling of Semi-Rigid Joints for the Analysis of Framed Steel and Composite Structures; Chapter 23. Proposal of the Stiffness Design Model of the Column Bases; PART IV: MODELLING OF CONNECTIONS; Chapter 24. Modelling Composite Connection Response Chapter 25. Moment-Rotation Model of Steel-to-Concrete End-Plate ConnectionsChapter 26. Some Basic Principles for Semi-Rigid Concept; Chapter 27. Behaviour and Modeling of Top & Seat and Top & Seat and Web Angle Connections; PART V: FRAME BEHAVIOUR; Chapter 28. Characteristic Semi-Rigid Connection Relationships for Frame Analysis and Design; Chapter 29. Large-Scale Tests on Steel Frames with Semi-Rigid Connections. Effect of Beam-Column Connections and Column-Bases; Chapter 29. Influence of Structural Frame Behaviour on Joint Design Chapter 30. Reliability of Steel Structures with Semi-Rigid Connections |
| Altri titoli varianti |
Connections in steel structures 3
Connections in steel structures three |
| Record Nr. | UNINA-9911004739703321 |
| Tarrytown, NY, : Pergamon, : Elsevier Science, Inc., 1996 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Feasibility of fiberglass-reinforced bolted wood connections / / Daniel F. Windorski, Lawrence A. Soltis, Robert J. Ross
| Feasibility of fiberglass-reinforced bolted wood connections / / Daniel F. Windorski, Lawrence A. Soltis, Robert J. Ross |
| Autore | Windorski Daniel F. |
| Pubbl/distr/stampa | Madison, WI : , : United States Department of Agriculture, Forest Service, Forest Products Laboratory, , 1997 |
| Descrizione fisica | 1 online resource (10 pages) : illustrations |
| Collana | Research paper FPL |
| Soggetto topico |
Bolted joints - Testing
Timber joints - Testing Glass fibers Strains and stresses Bolted joints Timber joints |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910717283603321 |
Windorski Daniel F.
|
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| Madison, WI : , : United States Department of Agriculture, Forest Service, Forest Products Laboratory, , 1997 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Preload loss in a spacecraft fastener via vibration-induced unwinding / / Christopher DellaCorte, S. Adam Howard, Daniel P. Hess
| Preload loss in a spacecraft fastener via vibration-induced unwinding / / Christopher DellaCorte, S. Adam Howard, Daniel P. Hess |
| Autore | DellaCorte Christopher |
| Pubbl/distr/stampa | Cleveland, Ohio : , : National Aeronautics and Space Administration, Glenn Research Center, , April 2018 |
| Descrizione fisica | 1 online resource (iii, 13 pages) : color illustrations |
| Collana | NASA/TP |
| Soggetto topico |
Vibration tests
Slip flow Solid lubricants Bolted joints Pyrotechnics |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910709891103321 |
|
DellaCorte Christopher
|
||
| Cleveland, Ohio : , : National Aeronautics and Space Administration, Glenn Research Center, , April 2018 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
