http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
International Centre for Mechanical Sciences
1 online resource (iv, 415 pages) : illustrations.
This volume strives to give complete information about the main aspect of the stability behaviour of steel structures and their members. In following this objective, the volume presents a complete scientific background (profiting from the fact that the authors of the individual parts of the publication have personally been very active in the corresponding field of research for an extended period of time now), but also establishes recommendations, procedures and formulae for practical design. The significance of the volume may be seen in its challenging current concepts of stability analysis, encouraging progress in the field and thereby establishing an advanced basis for more reliable and economical design.
Behaviour of plate components / R. Maquoi -- Ultimate load behaviour of webs subject to patch loading ; Interaction between shear lag and plate buckling in longitudinally stiffened compression flanges / M. Skaloud -- The behaviour and design of cylindrical shell structures / J.E. Harding -- Design of columns as part of frames : some remarks ; Inelastic effective length factors for columns in umbraced frames ; Moment-rotation response of double-angle bolted connections / S. Vinnakota -- Steel frame stability / M. Ivanyi -- Stability of steel frames with semi-rigid joints / F.M. Mazzolani.
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Wien ; New York : Springer-Verlag, ©1992