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In the words of the Corps, "The partial foundation undermining which occurred in 1973 inflicted permanent damage to the foundation of the low sill control structure.
The fundamental frequency of a thin circular plate supported by a concentric partial foundation is studied.
First, it allowed one to measure the ontological cost of theories, an important component in deciding which theories to accept; it thus provided a partial foundation for theory choice.
The dependence of divergence and flutter critical loads on the tangency coefficient is studied parametrically to illustrate the effects of the extent, position, and modulus of the partial foundation.
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The free and forced vibrations of a linear string with a local spring-damper on a partial elastic foundation, as well as a linear string on a viscoelastic foundation conceptualized as a continuous distribution of springs and dampers, are studied in this paper.
Divergence and flutter instability of a cantilevered beam on a partial elastic foundation subjected to a subtangential load at the free end are investigated.
This paper examines the steady-state-forced vibration of a moving medium that is guided by a partial elastic foundation, and where geometric imperfections on the medium's edge act as an excitation source.
The Rayleigh Ritz approach has been applied in combination with a displacement field taken as a Fourier sine series to obtain a novel, semi-analytical solution to an initially curved Euler Bernoulli beam on a partial elastic foundation subject to axial force.
This paper is concerned with the development of the Hencky bar-chain model (HBM) for the buckling and vibration analyses of non-uniform beams resting on partial variable elastic foundation.
Some example problems are considered to demonstrate the simplicity of the HBM for buckling and vibration analyses of non-uniform beams on partial variable elastic foundation by taking the number of segments of the HBM to infinity.
In this paper, particular attention was paid to the seismic enhancement effect of group-pile foundation with partial ground improvement method that is used for existing pile foundations in practical engineering.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com