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Influences of Semi-Rigidity of End-Plate Joints on Structures
Advanced Materials Research, 2011Calculations of the end-plate semi-rigid joints are carried out with a FE-program ANSYS. Some results of the calculations are introduced in this paper. The influences of the joints semi-rigidity on the deformation, the bending capacity and the internal force of the structure are researched; the initial rotational stiffness, the elastic ultimate moment ...
Qiong Fen Wang +4 more
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Moment–rotation–temperature curves for semi-rigid joints
Journal of Constructional Steel Research, 2005Abstract Although connections are known to have a very significant effect on the behaviour of steel and composite framed buildings in the event of fire, the cost of high temperature tests on the broad range of connections used in practice means that their influence is not well detailed in current design codes.
K.S. Al-Jabri +3 more
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Imperfection sensitivity of structures with semi-rigid joints
Thin-Walled Structures, 1997Abstract In the storage and materials handling industry, .semi-rigid joint behaviour has been used for many years when evaluating the load carrying capability of beams, and the stability of unbraced frameworks. However, less research work has been conducted on the overall frame behaviour of semirigid unbraced frameworks.
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Vibration and deflection characteristics of semi-rigid jointed frames
Engineering Structures, 1997In the practical design of steel frames, the serviceability vibration and deflection checks are required to ensure a structure fits its uses. Previous studies on flexibly jointed steel frames are mostly concentrated on their ultimate capacities and static behaviour, whilst the influence of joint flexibility on the serviceability behaviour of the ...
Peter Pui Tak Chui, Siu Lai Chan
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NONLINEAR ANALYSIS OF FRAMES WITH SEMI-RIGID JOINTS
Structural Stability and Dynamics, 2002J. Petrolito, K. A. Legge
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Influence of Semi-Rigid Joints on the Stability of Sway-Frames
1999Snijder, H.H., Steenhuis, C.M.
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Stability analysis of frame constructions with semi-rigid joints
Inżynieria i BudownictwoThe paper presents a way of calculation of a critical buckling force of 2D frames with semi-rigid joints. The classical displacement method was used. Transformation formulas and examples of their application were presented. The obtained values of critical buckling forces for various joint stiffnesses were compared and related to the relevant ...
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