The electro-elastic analysis of a FGP plate resting on Winkler-Pasternak foundation is performed in the theoretical framework provided by a two-variable sinusoidal shear deformation theory, including the aforementioned concept of neutral surface.
In consideration of the dynamic load additionally generated, the design of the machine foundation is performed in the course of the following two steps.
A large proportion of the funding to build the chapel was provided by Lord Barnard, the local nobleman and a leading freemason (with the remainder made up from public subscription), and accordingly the foundation ceremony was performed in full masonic regalia.
In order to estimate the dynamic load additionally generated caused by the mechanical vibration in the static equilibrium subjected to the working load, the dynamic numerical analysis that applies the vibration displacement time history of the maximum amplitude (0.06 mm) that can be generated (allowable) on the characteristic of the applicable machine foundation to the pile head, was performed.
Statistical analysis was performed using R, version 2.9 (R Foundation for Statistical Computing, Vienna, Austria).
Statistical analysis was performed using R, Version 2.15.1 (The R Foundation).
Statistical analysis was performed with the R-project software (R foundation for statistical computing, Vienna, Austria [ 20]).
Statistical analysis was performed using the statistical software R (R Foundation, Vienna, Austria [ 17]) and GraphPad Prism 5.01 software (GraphPad Software Inc., San Diego, CA, USA).
All statistical analysis was performed with R software (version 14.0.7, The R Foundation).
A Kaplan-Meier survival analysis was performed using R (version 3.0.1. The R foundation for Statistical Computing) software.
