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...
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Main Author: | |
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Other Authors: | , |
Format: | eBook |
Language: | English |
Published: |
Oxford ; Boston :
Elsevier,
2005.
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Edition: | 1st ed. |
Subjects: | |
ISBN: | 9780080529332 9780080441016 |
Physical Description: | 1 online zdroj (xiv, 239 pages) : illustrations |
LEADER | 03246cam a2200445 a 4500 | ||
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020 | |a 9780080441016 | ||
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100 | 1 | |a Zhao, Xiao-Ling. | |
245 | 1 | 0 | |a Cold-formed tubular members and connections |h [elektronický zdroj] : |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 zdroj (xiv, 239 pages) : |b illustrations | ||
336 | |a text |b txt |2 rdacontent | ||
337 | |a počítač |b c |2 rdamedia | ||
338 | |a online zdroj |b cr |2 rdacarrier | ||
504 | |a Includes bibliographical references and index. | ||
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. | |
590 | |a Knovel Library |b ACADEMIC - Civil Engineering & Construction Materials | ||
506 | |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty univerzity | ||
650 | 0 | |a Tubular steel structures. | |
650 | 0 | |a Steel |x Cold working. | |
650 | 0 | |a Steel, Structural. | |
655 | 7 | |a elektronické knihy |7 fd186907 |2 czenas | |
655 | 9 | |a electronic books |2 eczenas | |
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://proxy.k.utb.cz/login?url=http://app.knovel.com/hotlink/toc/id:kpCFTMCSBE/coldformed_tubular_members_and_connections__structural_behaviour_and_design |y Plný text |
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