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A microscopically inhomogeneous composite material can be idealized as a macroscopically homogeneous continuum when the behavior of engineering structures made of the material can be satisfactorily retained.
The ever increasing computational resources provide an important incentive to strive for a more refined modeling of inelastic behavior of engineering structures.
The finite element method (FEM) is a mathematical/computer-based numerical technique for calculating the strength and behavior of engineering structures.
The results revealed that, when combined with the proposed model, GNSS-PPP method can be used to accurately detect the dynamic behavior of engineering structures as an alternative to relative GNSS method.
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They require appropriate mathematical modeling and quantification to obtain realistic results when predicting the behavior and reliability of engineering structures and systems.
The BEM constitutes a technique to analyze the behavior of mechanical systems, especially of engineering structures subjected to external loading.
Understanding and quantitative modeling of foam load-displacement behavior is important for design and development of engineering structures with foams.
Earthquake ground motions display random behavior; therefore, it is necessary to investigate the seismic response of engineering structures using stochastic analysis methods.
With growing demands on product performance and growing complexity of engineering structures, efficient tools for analyzing their dynamic behavior are essential.
There are different experimental techniques to determine the constitutive material behavior and several constitutive models have been proposed to predict the dynamic response of engineering structures.
The noughties were also underpinned by a revival of engineering structures, many of which involved architects.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com