Titlebook: Stability Problems of Steel Structures; M. Ivanyi,M. Skaloud Book 1992 Springer-Verlag Wien 1992 behavior.information.stability.structure

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Moment-Rotation Response of Double-Angle Bolted Connectionsarrangement. The specimen consisted of two 5 × 3½ × in., A36 steel angles connected to a in. thick gusset plate with 1, 2, 3, or 4 numbers of ¾ in. diameter, A325-N type high strength bolts. Also given are predicted moment rotation curves obtained by regression analysis using a polynomial fit. The i

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Book 1992this 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,

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Ultimate Load Behaviour of Webs Subject to Patch Loading and Interaction between Shear Lag and Plateimilar structures. Both chapters are mostly based on the results and conclusions of the research undertaken by the author and his associates in Prague during the last years, or (see one section of Chapter 2) in close cooperation with Prof. Maquoi’s team at Liège University in Belgium.

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The Behaviour and Design of Cylindrical Shell Structuresof numerical analyses..The geometries considered are typical of the main leg components of offshore rig legs and where specialist design rules are mentioned they are taken from the area of offshore design.

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Moment-Rotation Response of Double-Angle Bolted Connectionsameter, A325-N type high strength bolts. Also given are predicted moment rotation curves obtained by regression analysis using a polynomial fit. The influence of connection restraint on elastic stability of double angle columns is then briefly described.