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Uniformity of mixing of bituminous concrete by neutron activation analysisHoward, Paul King 05 1900 (has links)
No description available.
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Static and dynamic behaviour of a sensitive clayMairesse, Jean-Paul January 1976 (has links)
No description available.
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Psychometric integrity of a measure of dysfunctional separation-individuation in young adolescentsSabaka, Samuel M. January 2009 (has links)
Separation-individuation has been consistently identified as a critical process in adolescent development. Dysfunction in the separation-individuation process has previously been linked to pathology among college students and adults. The purpose of this study was to validate the psychometric integrity of the Dysfunctional Separation-Individuation Scale in a population of young adolescents. A one factor structure of the 19-item scale was obtained. The scale correlated highly in the expected directions with other measures of separation-individuation, as well as with measures of depression and positive adaptation. / Department of Educational Psychology
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The design of a variable strain rate, autographic recording, tensile testing machine /Hull, Gordon Laurance. January 1962 (has links)
Thesis (M.S.)--Oregon State University, 1962. / Typescript. Includes bibliographical references (leaves 59-60). Also available on the World Wide Web.
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Ultrasonic method of non-destructive test in metals effects of grain size on ultrasound wave at various frequencies /Chan, Tony T. T. January 2006 (has links) (PDF)
Thesis (M.Sc.)--City University of Hong Kong, 2006. / "Master of Science in Materials Engineering & Nanotechnology dissertation." Title from title screen (viewed on Nov. 21, 2006) Includes bibliographical references.
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On the Generation and Detection of Ultrasonic Plate Waves in Microporous Polymeric MaterialLin, Lin January 2003 (has links) (PDF)
No description available.
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Reliability of structures with load history-dependent strength and an application to wood membersYao, Zhao-Cheng January 1987 (has links)
Because of an interaction between the load history and the material's properties a reduction in the serviceability of safety of a structure may be seen as the result of a random process of damage accumulation with time.
A damage model is proposed and verified to deal with this type of problem in general, and specifically with duration-of-load effects in timber structures.
Through comparisons with and discussion of other damage accumulation models, the proposed model is found to be both suitable to represent experimental results and relatively easy to use.
A reliability analysis for a single structural member with a service life of 30 years is studied for different snow loading conditions of three Canadian cities,using the damage model in combination with Rackwitz-Fissler's algorithm.
A simplified analysis method is proposed and compared with a large-scale Monte-Carlo simulation. The results of the reliability analysis are found to be satisfactory.
Finally, the implementation of the reliability analysis in a simple design guideline for load duration effects is discussed. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
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Static and dynamic behaviour of a sensitive clayMairesse, Jean-Paul January 1976 (has links)
No description available.
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Energy absorption of model beams under impact loads.Watson, Alan James. January 1967 (has links)
No description available.
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Message from the A-MOST 2021 Workshop ChairsLefticaru, Raluca, Lorber, F., Turker, U.C. 08 December 2021 (has links)
yes / We are pleased to welcome you to the 17th edition of the Advances in Model-Based Testing Workshop (A-MOST 2021), collocated with the IEEE International Conference on Software Testing, Verification and Validation (ICST 2021).
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