this paper presents the numerical analysis of seismic soil-pile-superstructure interaction in soft clay using free-field soil analysis and beam on winkler foundation approach. this model is developed to compute the nonlinear response of single piles under seismic loads, based on one-dimensional finite element formulation. the parameters of the proposed model are calibrated by fitting the experi...

Given a high dimensional p-vector of continuous predictors X and a univariate response Y , principal fitted components (PFC) provide a sufficient reduction of X that retains all regression information about Y in X while reducing the dimensionality. The reduction is a set of linear combinations of all the p predictors, where with the use of a flexible set of basis functions, predictors related t...

This study investigates research writing anxiety and self-efficacy beliefs among English-as-a-Foreign-Language (EFL) graduate students in engineering-related fields. The relationship between the two writing affective constructs was examined and students’ perspectives on research writing anxiety were also explored. A total of 218 survey responses from engineering graduate students at Taiwanese u...

The aim of the present paper is to evaluate the influence of the Soil- Foundation- Structure Interaction (SFSI) effects on the component demand modifier factor of concrete gravity beams based on ASCE 41-06 standard. To this end, the beam on the nonlinear Winkler foundation approach is employed which is a simple and efficient method. At first, four sets of 3-, 6-, 10- and 15-storey concrete mome...

The current paper's goal is to investigate how dynamic interaction phenomena and material nonlinearities affect the behavior of a concrete gravity multi-arch dam in terms maximum displacements, natural stresses, principal Von Mises stresses when subjected seismic excitation. Utilizing ANSYS APDL software, linear nonlinear transient analysis using finite element method was employed analyze betwe...

A nonlinear elastic foundation model has been developed to predict the mixed-mode (modes I and II) delamination failure of laminated composites. Two types of nonlinear elastic foundations were used to represent pure mode I and pure mode II components of the material failure ahead of the crack tip. One is a tension spring foundation for mode I component and the other is a shear spring foundation...