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Influence of semi-rigidity of joints on the behaviour of timber structures
Progress in Structural Engineering and Materials, 2000The review starts by identifying the conditions for taking account of the semi-rigid behaviour of joints with dowel-type fasteners, i.e. well-defined load–displacement behaviour, no initial slip and reliable ductility. It is described how reinforcing a wood member perpendicular to the grain with fibre fabrics, plywood or densified veneer wood ensures ...
Larsen, H.J., Jensen, J.L.
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Cold-formed steel trusses with semi-rigid joints
Thin-Walled Structures, 1997Abstract An experimental research program aiming to evaluate the semi-rigid behaviour of some typical bolted connections, that are used in cold formed steel plane truss joints, was carried out in the Laboratory of CMMC Department of The ‘Politehnica’ University of Timisoara.
D. Dubina, R. Zaharia
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SUPER-ELEMENT WITH SEMI-RIGID JOINTS IN MODEL UPDATING
Journal of Sound and Vibration, 2001Civil engineering structures usually consist of a large number of members connected by joints. The joints are fixed with different types of fasteners, and they provide a certain amount of flexibility towards the static and dynamic behavior of the structure.
Law, S.S., Chan, Tommy H.T., Wu, D.
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Semi-Rigid Joints in Structural Steelwork
2000Semi-Rigid Connections in Steel Frames (M Ivanyi).- Integration of the Joint Actual Behaviour into the Frame Analysis and Design Process (J-P. Jaspart).- Procedures to Verify Rotation Capacity (U. Kuhlmann and F. Kuhnemund).- Column Base Modelling (F. Wald).- Numerical Simulation: Principles, Methods and Models (C.C. Baniotopoulos).
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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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