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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.
1

Testing of a Full-Scale Composite Floor Plate

Lam, Dennis, Dai, Xianghe, Sheehan, Therese 29 January 2019 (has links)
Yes / A full-scale composite floor plate was tested to investigate the flexural behavior and in-plane effects of the floor slab in a grillage of composite beams that reduces the tendency for longitudinal splitting of the concrete slab along the line of the primary beams. This is important in cases where the steel decking is discontinuous when it is orientated parallel to the beams. In this case, it is important to demonstrate that the amount of transverse reinforcement required to transfer local forces from the shear connectors can be reduced relative to the requirements of Eurocode 4. The mechanism under study involved in-plane compression forces being developed in the slab due to the restraining action of the floor plate, which was held in position by the peripheral composite beams; while the secondary beams acted as transverse ties to resist the forces in the floor plate that would otherwise lead to splitting of the slab along the line of the primary beams. The tendency for cracking along the center line of the primary beam and at the peripheral beams was closely monitored. This is the first large floor plate test that has been carried out under laboratory conditions since the Cardington tests in the early 1990s, although those tests were not carried out to failure. This floor plate test was designed so that the longitudinal force transferred by the primary beams was relatively high (i.e., it was designed for full shear connection), but the transverse reinforcement was taken as the minimum of 0.2% of the concrete area. The test confirmed that the primary beams reached their plastic bending resistance despite the discontinuous decking and transverse reinforcement at the minimum percentage given in Eurocode 4. Based on this test, a reduction factor due to shear connectors at edge beams without U-bars is proposed.
2

Sensitivity to Growth over Time in Pre-Post Norm-Referenced Tests

Peters, Wole 02 October 2013 (has links)
There is very little in the literature about the sensitivity of norm-referenced tests to growth of diverse groups of test takers, particularly low-achieving test takers, who operate at the lowest 15 percentile of their peers. To bridge the knowledge gap, this study examined the sensitivity to growth of norm-referenced achievement tests. The purpose of the study is to determine the sensitivity of norm-referenced test to the growth of low-achieving students in prekindergarten through 12th grade. Four analysis were performed to test eight identified norm-referenced test for their sensitivity to the growth of students who perform at approximately the 15th percentile or below of their grade peers. Results of the analyses suggested that two of the eight tests are adequate for use with low-achieving students within a norm period. The other six tests showed lack of precision and appeared not to be suitable for measuring progress of low -achieving students.

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