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[null,"1.","Record Nr.",null,"UNINA9911006690703321"]
[null,null,"Autore",null,"Zhao Xiao-Ling"]
[null,null,"Titolo",null,"Cold-formed tubular members and connections : structural behaviour and design / / Xiao-Ling Zhao, Tim Wilkinson, Gregory Hancock"]
[null,null,"Pubbl/distr/stampa",null,"Amsterdam ; ; Boston, : Elsevier, 2005"]
[null,null,"ISBN",null,"1-281-03681-1"]
[{"$nulls":4},"9786611036812"]
[{"$nulls":4},"0-08-052933-X"]
[null,null,"Edizione",null,"[1st ed.]"]
[null,null,"Descrizione fisica",null,"1 online resource (255 p.)"]
[null,null,"Disciplina",null,"624.1/772"]
[null,null,"Soggetti",null,"Steel - Cold working"]
[{"$nulls":4},"Steel, Structural"]
[{"$nulls":4},"Tubular steel structures"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Description based upon print version of record."]
[null,null,null,"Nota di bibliografia","Includes bibliographical references and index."]
[null,null,"Nota di contenuto",null,"Front Cover; Cold-Formed Tubular Members and Connections: Structural Behaviour and Design; Copyright Page; Table of Contents; Preface; Notation; Chapter 1. Introduction; 1.1 Application of Cold-Formed Tubular Sections; 1.2 International Standards; 1.3 Layout of the Book; 1.4 References; Chapter 2. Cold-Formed Tubular Sections; 2.1 Manufacturing Processes; 2.2 Manufacturing Tolerances; 2.3 Material Properties; 2.4 Special Characteristics; 2.5 Limit States Design; 2.6 References; Chapter 3. Members Subjected to Bending; 3.1 Introduction; 3.2 Local Buckling and Section Capacity"]
[{"$nulls":4},"3.3 Flexural-Torsional Buckling and Member Capacity3.4 References; Chapter 4. Members Subjected to Compression; 4.1 General; 4.2 Section Capacity; 4.3 Member Capacity; 4.4 References; Chapter 5. Members Subjected to Bending and Compression; 5.1 Introduction; 5.2 Second Order Effects; 5.3 Local Buckling and Section Capacity; 5.4 Member Buckling and Member Capacity; 5.5 References; Chapter 6. Members Subjected to Concentrated Forces; 6.1 General; 6.2 Concentrated Forces Applied through a Welded Brace; 6.3 Concentrated Forces Applied through a Bearing Plate; 6.4 References"]
[{"$nulls":4},"Chapter 7. Tension Members and Welds in Thin Cold-Formed Tubes7.1 Tension Members; 7.2 Characteristics of Welds in Thin Cold-Formed Tubes; 7.3 Butt Welds; 7.4 Longitudinal Fillet Welds; 7.5 Transverse Fillet Welds; 7.6 References; Chapter 8. Welded Connections Subjected "]
[{"$nulls":4},"to Fatigue Loading; 8.1 General; 8.2 Classification Method; 8.3 Hollow Sections and Simple Connections; 8.4 Lattice Girder Joints; 8.5 Examples; 8.6 References; Chapter 9. Recent Developments; 9.1 Effect of Concrete-Filling and Large Deformation Cyclic Loading; 9.2 Fatigue Design using the Hot Spot Stress Method"]
[{"$nulls":4},"9.3 Bolted Moment End Plate Connections9.4 Plastic Design of Portal Frames; 9.5 Other Recent Developments; 9.6 References; Subject Index"]
[null,null,null,"Sommario/riassunto","Cold formed structural members are being used more widely in routine structural design as the world steel industry moves from the production of hot-rolled section and plate to coil and strip, often with galvanised and/or painted coatings. Steel in this form is more easily delivered from the  steel mill to the manufacturing plant where it is usually cold-rolled into open and closed section members.This book not only summarises the research performed to date on cold form tubluar members and connections but also compares design rules in various standards and provides practical design exam"]