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These involved Shell foundation, Envirofit International, Prakti Design, Selco India, B.P., and TIDE[15, 16].
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Senior figures from the Bill and Melinda Gates, Rockefeller, Emirates and Shell foundations were speaking at the first Emirates Foundation annual philanthropy summit in Abu Dhabi, where they launched an executive summary of the OECD's netFWD study, Venture Philanthropy in Development.
The governing equations are based on a higher order shear deformation shell theory that includes shell-foundation interaction.
The motion equations are based on a higher order shear deformation shell theory that includes shell-foundation interaction.
The equations of motion are developed using the Donnel shell theory with a von Kármán-type of kinematic nonlinearity, and the shell-foundation interaction and the extension-shear, extension-flexural and flexural-twist couplings are included.
A variational method is used to formulate a nonlinear boundary value problem for the shell and foundation displacements and an iterative solution procedure based on the Ritz method is presented.
To address the problems posed by anonymous shell companies, foundations and trusts, the AfDB and GIF wants the authorities to require information on owners to be disclosed upon formation and available in public registries.
"It is important for governments to increase the transparency of their legal entities and arrangements, and at the same time improve the capacity of law enforcement". The report, the Puppet Masters, examines how bribes, embezzled state assets and other criminal proceeds are being hidden via legal structures – shell companies, foundations, trusts and others.
They listed more than 200,000 shell companies, foundations and trusts set up in tax havens around the world.
The numerical results reveal that variations of three-layered shell characteristics, Winkler foundation stiffness, shear subgrade modulus of the foundation and the compositional profiles of the FG layer have significant influences on the non-linear critical axial load.
In order to analyze the behavior of load transfer mechanism of shield-constructed tunnel in longitudinal direction, tunnel is modeled as the cylindrical shell within elastic foundation (CSEF).
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