LEADER 01140nam0-22003611i-450- 001 990003945150403321 005 20100512112029.0 010 $a88-8335-300-5 035 $a000394515 035 $aFED01000394515 035 $a(Aleph)000394515FED01 035 $a000394515 100 $a20030910d2002----km-y0itay50------ba 101 0 $aita 102 $aIT 105 $a--------001cy 200 1 $aNet sociology$einterazioni tra scienze sociali e Internet$fa cura di Mario Morcellini e Antonella Giulia Pizzaleo$gprefazione di Laura Balbo$gpostfazione di Alberto Abruzzese 205 $a1. ed 210 $aMilano$cGuerini e Associati$d2002 215 $a286 p.$d21 cm 225 1 $aAlf@net$fcollana diretta da Mario Morcellini$v13 320 $aContiene riferimenti bibl. 610 0 $aInternet$aAspetti sociali 676 $a302.234$v21$zita 702 1$aMorcellini,$bMario$f<1946- > 702 1$aPizzaleo,$bAntonella Giulia 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990003945150403321 952 $a302.234 MOR 1$b1271$fBFS 959 $aBFS 996 $aNet sociology$9510980 997 $aUNINA LEADER 04265nam 2200625Ia 450 001 9911006690703321 005 20200520144314.0 010 $a1-281-03681-1 010 $a9786611036812 010 $a0-08-052933-X 035 $a(CKB)1000000000365349 035 $a(EBL)299424 035 $a(OCoLC)294847649 035 $a(SSID)ssj0000124565 035 $a(PQKBManifestationID)12018814 035 $a(PQKBTitleCode)TC0000124565 035 $a(PQKBWorkID)10023673 035 $a(PQKB)11677854 035 $a(MiAaPQ)EBC299424 035 $a(EXLCZ)991000000000365349 100 $a20060222d2005 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aCold-formed tubular members and connections $estructural behaviour and design /$fXiao-Ling Zhao, Tim Wilkinson, Gregory Hancock 205 $a1st ed. 210 $aAmsterdam ;$aBoston $cElsevier$d2005 215 $a1 online resource (255 p.) 300 $aDescription based upon print version of record. 311 $a0-08-044101-7 320 $aIncludes bibliographical references and index. 327 $aFront 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 327 $a3.3 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 327 $aChapter 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 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 327 $a9.3 Bolted Moment End Plate Connections9.4 Plastic Design of Portal Frames; 9.5 Other Recent Developments; 9.6 References; Subject Index 330 $aCold 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 606 $aSteel$xCold working 606 $aSteel, Structural 606 $aTubular steel structures 615 0$aSteel$xCold working. 615 0$aSteel, Structural. 615 0$aTubular steel structures. 676 $a624.1/772 700 $aZhao$b Xiao-Ling$0627390 701 $aHancock$b Gregory J$0784907 701 $aWilkinson$b Tim$01822949 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9911006690703321 996 $aCold-formed tubular members and connections$94389400 997 $aUNINA