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Cold-formed tubular members and connections : structural behaviour and design /
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 mi...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Oxford ; Boston :
Elsevier,
2005.
|
| Edición: | 1st ed. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 020 | |a 9780080441016 | ||
| 020 | |a 0080441017 | ||
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| 100 | 1 | |a Zhao, Xiao-Ling. | |
| 245 | 1 | 0 | |a Cold-formed tubular members and connections : |b structural behaviour and design / |c Xiao-Ling Zhao, Tim Wilkinson, Gregory Hancock. |
| 250 | |a 1st ed. | ||
| 260 | |a Oxford ; |a Boston : |b Elsevier, |c 2005. | ||
| 300 | |a 1 online resource (xiv, 239 pages) : |b illustrations | ||
| 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. | ||
| 588 | 0 | |a Print version record. | |
| 520 | |a 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 examples. | ||
| 505 | 0 | |a Front Cover; Cold-Formed Tubular Members and Connections: Structural Behaviour and Design; Copyright Page; Preface; Table of Contents; Notation; Chapter 1. Introduction; Chapter 2. Cold-Formed Tubular Sections; Chapter 3. Members Subjected to Bending; Chapter 4. Members Subjected to Compression; Chapter 5. Members Subjected to Bending and Compression; Chapter 6. Members Subjected to Concentrated Forces; Chapter 7. Tension Members and Welds in Thin Cold-Formed Tubes; Chapter 8. Welded Connections Subjected to Fatigue Loading; Chapter 9. Recent Developments; Subject Index. | |
| 650 | 0 | |a Tubular steel structures. | |
| 650 | 0 | |a Steel |x Cold working. | |
| 650 | 0 | |a Steel, Structural. | |
| 650 | 6 | |a Structures en tubes d'acier. |0 (CaQQLa)201-0037093 | |
| 650 | 6 | |a Acier |x Travail �a froid. |0 (CaQQLa)201-0063164 | |
| 650 | 6 | |a Acier de construction. |0 (CaQQLa)201-0000425 | |
| 650 | 7 | |a structural steel. |2 aat |0 (CStmoGRI)aat300010931 | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Structural. |2 bisacsh | |
| 650 | 7 | |a Steel |x Cold working. |2 fast |0 (OCoLC)fst01132480 | |
| 650 | 7 | |a Steel, Structural. |2 fast |0 (OCoLC)fst01132810 | |
| 650 | 7 | |a Tubular steel structures. |2 fast |0 (OCoLC)fst01158613 | |
| 700 | 1 | |a Wilkinson, Tim, |d 1970- | |
| 700 | 1 | |a Hancock, Gregory J. | |
| 776 | 0 | 8 | |i Print version: |a Zhao, Xiao-Ling. |t Cold-formed tubular members and connections. |b 1st ed. |d Oxford ; Boston : Elsevier, 2005 |z 0080441017 |z 9780080441016 |w (OCoLC)62216559 |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780080441016 |z Texto completo |