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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.
91

What are the effects of the reckless credit sections in the NCA in the prevention of over-indebtedness?

Papenfus, Tessa Lizette 19 August 2013 (has links)
No abstract available / Dissertation (LLM)--University of Pretoria, 2012. / Mercantile Law / unrestricted
92

Direct Strength Method for Web Crippling of Cold-formed Steel C-sections

Seelam, Praveen Kumar Reddy 05 1900 (has links)
Web crippling is a form of localized buckling that occurs at points of transverse concentrated loading or supports of thin-walled structural members. The theoretical computation of web crippling strength is quite complex as it involves a large number of factors such as initial imperfections, local yielding at load application and instability of web. The existing design provision in North American specification for cold-formed steel C-sections (AISI S100, 2007) to calculate the web-crippling strength is based on the experimental investigation. The objective of this research is to extend the direct strength method to the web crippling strength of cold-formed steel C-sections. ABAQUS is used as a main tool to apply finite element analysis and is used to do the elastic buckling analysis. The work was carried out on C-sections under interior two flange (ITF) loading, end two flange (ETF) loading cases. Total of 128 (58 ITF, 70 ETF) sections were analyzed. Sections with various heights (3.5 in.to 6 in.) and various lengths (21 in. to 36 in.) were considered. Data is collected from the tests conducted in laboratory and the data from the previous researches is used, to extend the direct strength method to cold formed steel sections. Proposing a new design for both the loading cases and calculation of the resistance factors under (AISI S100, 2007) standards is done.
93

Cambrian Stratigraphy in the Northern Wasatch Region

Maxey, George Burke 01 May 1941 (has links)
An exhaustive field study of the Cambrian stratigraphy of the northern Wasatch region indicates that in addition to the Blacksmith Fork section there are two complete and better exposed middle and upper sections. Several other good exposures of the lower Middle Cambrian section have been studied in detail. The Spence shale is found to be a member low in the Langston, not the basal member of the Ute. Relative ages of the Spence shale and Ptarmigania faunas have been determined. Other Cambrian faunal zones have been discovered and are discussed. Paleontologic evidence suggests that the Nounan formation is of Upper Cambrian (Cedaria) age. Laboratory and field evidence indicates the probable Lower Cambrian age of the Brigham formation.
94

Approximation methods in the theory of inelastic scattering of electronic excitation processes of atoms

Cho, Ung-In January 1975 (has links)
No description available.
95

Total and Partial Cross Sections for the Interactions of Electromagnetic Radiation with Matter

Henry, Lawrence Cameron 08 1900 (has links)
<p> A measurement of the cross section for the interaction of electromagnetic radiation with matter has been undertaken. Total cross sections for 29 photon energies from 121 keV to 10.8 MeV in 9 target elements from carbon to uranium have been realized and pair production cross sections, for energies above 2 MeV, deduced from the results. A direct measurement of the partial pair cross section for photons with energies from 1120 to 2754 keV in 6 target elements from titanium to lead has also been included.</p> / Thesis / Doctor of Philosophy (PhD)
96

Hollow Structural Sections Subjected to Inelastic Strain Reversals

Nashid, Maguid 05 1900 (has links)
<p> A research project is presented to assess the capabilities of Square Hollow Structural Sections for seismic design. This assessment is based mainly on the energy dissipation and ductility measures. An attempt is made to establish a preliminary guideline of the maximum slenderness ratio that qualify the aforementioned sections for conservative seismic design. </p> <p> An experimental programme on seven different sections was performed to evaluate the loss in flexural capacity due to inelastic cyclic loads, and to construct the load-deflection and moment-curvature hysteresis loops. </p> <p> A comparison is made between the flange slenderness requirements of both HSS and wide flange rot led sections capable of resisting the same level of inelastic strain reversals for the same number of cycles. </p> / Thesis / Master of Engineering (MEngr)
97

The construction of conic sections by means of Pascal's and Brianchon's theorems

Welker, Benjamin Lee, Jr. 01 January 1931 (has links) (PDF)
The discovery of conic sections was made by Menaechmus (375-325 B.C.) an associate of Plato and a pupil of Eudoxus. This discovery, in the course of only a century, raised geometry to the loftiest height which it was destined to reach during antiquity.
98

ANALYSIS OF THREE-LAYERED CONCRETE PAVEMENTS

SANJEEVIRAO, KRISHNAKUMAR 11 October 2001 (has links)
No description available.
99

Two-dimension to three-dimension conversion using sliced sections

Sholapurwalla, Ardeshir January 1991 (has links)
No description available.
100

Information and imagination as sources of interpretation : the performer's procedures applied to Telemann's Viola Concerto in G Major

DeBolt, Katharine Gerson January 1965 (has links)
No description available.

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