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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.

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Spelling suggestions: "subject:"reinforcement anchored"" "subject:"reinforcement anchor""

1

Semi-rigid action of composite joints

Davison, J.B., Lam, Dennis, Nethercot, D.A. January 1990 (has links)
The results of a pilot series of tests, designed to investigate the influence of the presence of a composite floor slab on the performance of steel beam-to-column connections, are reported. Direct comparisons against equivalent bare steel tests show improvements in moment capacity (up to 15 times), with reinforcement anchorage being the main controlling factor. Thus joints to internal columns where the deck runs parallel to the beams and relatively small numbers of bars supplement the basic mesh reinforcement may be expected to give the best performance.
Composite floor slab
Steel beam-to-column connections
Moment capacity
Reinforcement anchorage
Structural engineering
Steel concrete composite structures
Semi-rigid action
Composite joints

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