Steel framed structures
Author(s)
Bibliographic Information
Steel framed structures
(Stability and strength / edited by R. Narayanan)
Elsevier Applied Science Publishers, c1985
Available at 21 libraries
  Aomori
  Iwate
  Miyagi
  Akita
  Yamagata
  Fukushima
  Ibaraki
  Tochigi
  Gunma
  Saitama
  Chiba
  Tokyo
  Kanagawa
  Niigata
  Toyama
  Ishikawa
  Fukui
  Yamanashi
  Nagano
  Gifu
  Shizuoka
  Aichi
  Mie
  Shiga
  Kyoto
  Osaka
  Hyogo
  Nara
  Wakayama
  Tottori
  Shimane
  Okayama
  Hiroshima
  Yamaguchi
  Tokushima
  Kagawa
  Ehime
  Kochi
  Fukuoka
  Saga
  Nagasaki
  Kumamoto
  Oita
  Miyazaki
  Kagoshima
  Okinawa
  Korea
  China
  Thailand
  United Kingdom
  Germany
  Switzerland
  France
  Belgium
  Netherlands
  Sweden
  Norway
  United States of America
Note
Includes bibliographies and index
Contents of Works
- Frame instability and the plastic design of rigid frames / M.R. Horne
- Matrix methods of analysis of multi-storeyed sway frames / T.M. Roberts
- Design of multi-storey steel frames to sway deflection limitations / D. Anderson
- Interbraced columns and beams / I.C. Medland and C.M. Segedin
- Elastic stability of rigidly and semi-rigidly connected unbraced frames / G.J. Simitses and A.S. Vlahinos
- Beam-to-column moment-resisting connections / W.F. Chen and E.M. Lui
- Flexibly connected steel frames / K.H. Gerstle
- Portal frames composed of cold-formed channel-and Z-sections / G.J. Hancock
- Braced steel arches / S. Komatsu
- Member stability in portal frames / L.J. Morris and K. Nakane
Description and Table of Contents
Description
Steel Framed Structures contains ten chapters on rigid frames, sway frames, multi-storey frames, interbraced columns and beams, elastic stability, moment-resisting connections, flexibly connected frames, portal frames, and braced arches.
Table of Contents
Preface, List of Contributors, 1. Frame Instability and the Plastic Design of Rigid Frames, 2. Matrix Methods of Analysis of Multi-Storeyed Sway Frames, 3. Design of Multi-Storey Steel Frames to Sway Deflection Limitation, 4. Interbraced Columns and Beams, 5. Elastic Stability of Rigidly and Semi-Rigidly Connected Unbraced Frames, 6 . Beam-to-Column Moment-Resisting Connections, 7. Flexibly Connected Steel Frames, 8 . Portal Frames Composed of Cold-Formed Channel- and Z-Sections, 9. Braced Steel Arches, 10. Member Stability in Portal Frames, Index
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