The finite element approach has a capability to deal with any configurations of structures and soil.
Fragility curves that can be applicable for vulnerability modeling of various configurations of structures, such as bridges, are required to facilitate regional seismic risk assessment.
Different configurations of structures, such as empty empty double tube (EET), foam filled empty double tube (FET), and foam filled foam filled double tube (FFT), are identified for their crashworthiness performance indicators.
Nevertheless, the configurations of structures we considered for each treatment of the independent variables do not show statistical difference on the behavior of the studied techniques, leading us to reject our initial research hypothesis, which stated that the prioritization techniques present different performances considering models with specific structures.
The configuration of product structures through a bill of materials (BOM) is the most important phase in an ERP implementation.
Two dimensional parameters (i.e. S1 and S2) were defined to describe cross sectional configuration of the structures.
The six cysteine residues which are paired in a 1 5, 2 4, 3 6 fashion are crucial for determining and maintaining the compact core configuration of the structures.
However, quantitative stress analysis is less reliable in 2D-finite element analysis, because 2D models overestimate the results and do not represent the complex anatomical configuration of dental structures.
By means of the generalized Gaussian integral to the scaling function transform, an expression of identification of deflection configuration of the structures is explicitly formulated by the electric charge/current signals measured from the piezoelectric sensors.
In this paper we propose a method of finding the initial equilibrium configuration of cable structures discretized by finite elements applied to the shape-finding of the railway overhead system.
