05623nam 2200685Ia 450 991100473970332120200520144314.01-281-05391-097866110539180-08-052979-8(CKB)1000000000384615(EBL)313608(OCoLC)274113616(SSID)ssj0000071637(PQKBManifestationID)11962501(PQKBTitleCode)TC0000071637(PQKBWorkID)10091244(PQKB)11081756(MiAaPQ)EBC313608(EXLCZ)99100000000038461519960104d1996 uy 0engur|n|---|||||txtccrConnections 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 Zandonini1st ed.Tarrytown, NY Pergamon Elsevier Science, Inc.19961 online resource (635 p.)Description based upon print version of record.0-08-042821-5 Includes bibliographical references and indexes.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 LoadsChapter 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-SteelChapter 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 FlangeChapter 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 ResponseChapter 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 DesignChapter 30. Reliability of Steel Structures with Semi-Rigid ConnectionsThis book publishes the proceedings from the Third International Workshop on Connections in Steel Structures: Behaviour, Strength and Design held in Trento, Italy, 29-31 May 1995. The workshop brought together the world's foremost experts in steel connections research, development, fabrication and design. The scope of the papers reflects state-of-the-art issues in all areas of endeavour, and manages to bring together the needs of researchers as well as designers and fabricators. Topics of particular importance include connections for composite (steel-concrete) structures, evaluation methods anConnections in steel structures 3Connections in steel structures threeWelded jointsCongressesBolted jointsCongressesBuilding, Iron and steelCongressesWelded jointsBolted jointsBuilding, Iron and steel672.5/2042Bjorhovde Reidar1823911Colson André1823912Zandonini Riccardo518490International Workshop on Connections in Steel Structures(3rd :1995 :Trento, Italy)MiAaPQMiAaPQMiAaPQBOOK9911004739703321Connections in steel structures III4390855UNINA