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Showing 1 to 6 of 6 for “"Flush end plate"”.
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Evaluation of the Inelastic Rotation Capability of Flush End-Plate Moment Connections
… to study the inelastic rotation capability of flush end-plate moment connections. Seven specimens representing two-bolt and four-bolt flush end-plate configurations were tested under cyclic loading. "Quasi-static" or "slow-cyclic" loading histories suggested by SAC and the Applied Technology …
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Behaviour of unstiffened flush end plate beam-to-column connections in structural steelwork
End plate connections are extensively used as moment resistant connections between members in steel frame. Surveys of the English and Scottish Steelwork Industry clearly indicate that the flush end plate connection is the most popular type of beam-to-column connection in steel-framed structures. …
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The behaviour of composite beam-to-column flush end plate connections using blind bolts
… joints that produced accurate results. Bending moment envelopes of the frames under various loading combination were determined. The analysis suggested that gravity loads governed the frame design and wind loads were found to be more critical in Australia as compared to the earthquake …
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Classification of end plate connections with application to gable frames
… are studied on gable frames. Firstly, flush end-plate connections with single row of bolts at the tension flange, are classified. The classification system was developed in this study. End plate connections whose moment-rotation curves are known arc classified on the basis of moments as …
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Assessment of beam-to-column joint behaviour in steel-timber composite systems
… construction materials. This study intends to investigate structural performance of the Steel-Timber Composite (STC) beam to column connections with the flush end-plate. In total, nineteen full-scale cruciform subassemblies, including sixteen STC, two steel-concrete and one bare steel …
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Analytical and experimental investigation of a flush moment end-plate connection with six bolts at the tension flange
… was conducted to study the six bolt flush moment end-plate connection configuration which is used in steel frame construction. The limit states of plate yielding and bolt fracture were analyzed using yield-line theory to predict endplate thicknesses and a split-tee analogy to develop …