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Behavior of Semi-rigid Composite Connections

Engineering Journal, 1987
The 1978 AISC Specification allows three types of framing. Type 1 is for fully rigid moment connections, Type 2 is for pinned connections (although the moment capacity inherent in these connections is recognized and assumed to act in resistance of wind loads), and Type 3 is for semi-rigid connections.
Douglas Ammerman, Roberto T. Leon
openaire   +1 more source

Behavior of semi-rigid connections and semi-rigid frames

The Structural Design of Tall and Special Buildings, 2012
Amir Saedi Daryan   +4 more
openaire   +1 more source

Semi-rigid Steelwork Connections

This thesis sets out to assess the stiffness of typical fin plate steelwork connections. The classification of joints as pinned, semi-rigid or fixed is described and the different models of moment-rotation relationship are explained. Eurocode treatment of steelwork connections is assessed with particular emphasis on joint stiffness.
openaire   +1 more source

The Cross-Section of the Semi-Rigid Airship

The Journal of the Royal Aeronautical Society, 1930
The scope of the paper is not so wide as the title may suggest. The primary object is to put forward a graphical method of determining the shape of the cross-section of the airship, and the loads in the envelope and rigging wires, in the plane of the cross-section, for different loading conditions.Various secondary matters, such as a brief review of ...
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Semi-Rigid Joints in Structural Steelwork

2000
Semi-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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Effect of vehicle speed and overload on dynamic response of semi-rigid base asphalt pavement

Road Materials and Pavement Design, 2021
Ogoubi Cyriaque Assogba   +2 more
exaly  

Review and Classification of Semi-Rigid Connections

2000
Most design engineers assume the behavior of their building connections either as perfectly pinned or as completely fixed elements. This simplification results in an inaccurate prediction of frame behavior. Full-scale experiments are generally necessary to describe actual behavior of these connections.
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Versatility of the semi-rigid ruler in plastic surgery

British Journal of Plastic Surgery, 2002
Orhan, Cizmeci   +2 more
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