Results 261 to 270 of about 1,515,151 (301)
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Behavior of Semi-rigid Composite Connections
Engineering Journal, 1987The 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
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Behavior of semi-rigid connections and semi-rigid frames
The Structural Design of Tall and Special Buildings, 2012Amir Saedi Daryan +4 more
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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, 1930The 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
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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Effect of vehicle speed and overload on dynamic response of semi-rigid base asphalt pavement
Road Materials and Pavement Design, 2021Ogoubi Cyriaque Assogba +2 more
exaly
Performance analysis of semi-rigid connections in prefabricated high-rise steel structures
Structures, 2020Haibo Yang
exaly
Review and Classification of Semi-Rigid Connections
2000Most 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, 2002Orhan, Cizmeci +2 more
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