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Timber-Concrete Composite Structures with Semi-Rigid Connections
Key Engineering Materials, 2016This paper deals with behavior of timber-concrete composite structures with mechanical connection systems. The paper is focused to two different connection systems: using dowel-type fasteners and using special surface connector. Behavior of dowel-type connection system is based on modification of Johansen ́s equations valid for timber to timber ...
Petr Kuklík +2 more
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Optimum design of semi-rigid connections using metamodels
Journal of Constructional Steel Research, 2012Abstract Considerable efforts were made in the past 15 years to develop strategies for the optimization of steel frames with semi-rigid connections, concentrating on the frames and not the connections, which were designed after the rest of the structure had been optimized.
Concepción Díaz +3 more
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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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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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Effective Length of Columns with Semi-Rigid Connections
Engineering Journal, 1976The effective length of a column depends on the boundary conditions at the ends of its unbraced length. In a framed structure, the boundary conditions depend on the stiffness of the beams framed to the column. Design guides available for determining the effective length are provided for cases where beams are rigidly framed to the column and have their ...
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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
Semi-Rigid Connections Analysis in Plane Frames
Civil-Comp Proceedings, 2009G.A. Romanholo +2 more
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Discussion of “Cheney On Semi-Rigid Connections”
Transactions of the American Society of Civil Engineers, 1951Lloyd T. Cheney +3 more
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Semi-rigid Steel Beam-to-Column Connections
2022Valentina Tusnina, Liubov Chechulina
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