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Post-seismic displacement response in normally consolidated clay slopes /Malasavage, Nicholas Eugene. Wartman, Joseph. January 2010 (has links)
Thesis (Ph.D.)--Drexel University, 2010. / Includes abstract and vita. Includes bibliographical references (leaves 217-219).
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Near real-time exercise machine power statistics reporting a thesis /Asche, Brendan Cullen. Braun, David B., January 1900 (has links)
Thesis (M.S.)--California Polytechnic State University, 2010. / Mode of access: Internet. Title from PDF title page; viewed on March 15, 2010. Major professor: Dr. David Braun. "Presented to the faculty of California Polytechnic State University, San Luis Obispo." "In partial fulfillment of the requirements for the degree [of] Master of Science in Electrical Engineering." "March 2010." Includes bibliographical references (p. 65-69).
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Behavior of steel members with trapezoidally corrugated webs and tubular flanges under static loading /Wang, Xiaobo. Elgaaly, Mohamed. January 2003 (has links)
Thesis (Ph. D.)--Drexel University, 2003. / Includes abstract and vita. Includes bibliographical references (leaves 186-191).
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Strain analysis of displacement data from the pos selim landslideWong, Koon-yui., 黃冠睿. January 2010 (has links)
published_or_final_version / Applied Geosciences / Master / Master of Science
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FINITE DEFORMATION AND STABILITY OF NONRECTANGULAR ELASTIC RIGID FRAME STRUCTURESQashu, Riyad K. January 1980 (has links)
No description available.
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Boundary element methods for linear and nonlinear solid mechanics problems : and fracture toughness enhancement mechanisms in ceramic materialsOkada, Hiroshi 08 1900 (has links)
No description available.
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Measurements of jet velocity in unstratified and stratified fluidsLiu, Ying 05 1900 (has links)
No description available.
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In situ measurements of damping ratio using surface wavesSpang, Alan Wesley, Jr. 12 1900 (has links)
No description available.
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Buckling, postbuckling deformation and vibration of a delaminated plateJane, Kuo Chang 05 1900 (has links)
No description available.
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A more robust wall model for use with the two-equation turbulence modelMallone, Kevin Charles January 1995 (has links)
The applicability of computational fluid dynamics (CFD) modelling schemes to turbulent wall-bounded flows is a matter of concern. In the near-wall region of bounded flows, the standard high Reynolds number k-e model is not valid and requires the use of empirical wall models to mimic the behaviour of this region. A theoretical study of the physics of prevalent wall modelling techniques showed that the velocity distribution took no account of the pressure gradient. To determine the effect of this shortcoming, a typical transient three-dimensional flow was analysed using current CFD methods and the results compared with experimental flow measurements. Consideration of these results showed that the 'traditional' wall model was unable to replicate observed flow features in the near-wall region: further analysis of the computational results confirmed that these poor flow predictions arose from the inability of the model to consider local pressure gradient effects. Consequently, a strong case was made for a more robust wall model for use in conjunction with the standard high Reynolds number k-e model. A number of boundary layer analyses were reviewed and Coles' law of the wake (1956) presented as a viable candidate for the development of a new wall modelling scheme. In theory, Coles' law (1956) provides a description of bounded flows under arbitrary pressure gradients up to the point of near-separation and may be extended to the study of reversed flows. A generic algorithm for Coles' law was prepared and used to study the fundamental test cases of U-bend and backward facing step flows. In a comparison between documented experimentation, 'conventional' CFD modelling and Coles' law models of these flows, the Coles' law model was shown to provide a viable alternative to 'traditional' schemes. Consequently, the Coles' law model of the near-wall region, being valid for pressure-driven flows, offers an extension to the range of flows for which the standard high Reynolds number k-e model may be used.
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