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The design based on simple analytical and finite-element model was briefly discussed to understand and optimize the structural sizes.
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A risk assessment tool for contaminated sites in low-permeability fractured media is developed, based on simple transient and steady-state analytical solutions.
This paper develops an analytical model, based on simple beam theory and which incorporates the thermal degradation of the component materials, to investigate the elevated temperature behaviour of a T-stub assembly in a steel beam-to-column connection.
The description of the rocking mechanism activated in the specimen and the related tie rod tension modification during the test are described in detail and the test results are compared with analytical predictions based on simple equilibrium equations.
This was already observed in numerical results obtained from data-driven modeling approaches and in analytical predictions based on simple homogeneous mixing among individuals within the subpopulation of the system [ 28, 46, 50, 57- 60].
The presented analytical model is based on simple equilibrium formulations and allows the development of a ductile and reliable design procedure based on notch yielding.
An analytical structural model based on simple equilibrium considerations that takes into account the shear and flexural deformations of the panel zone is developed firstly.
The whole analytical model is based on simple cause and effect.
Current analytical models are often based on simple assumptions and have some drawbacks [1].
Although several analytical and empirical models are available for transverse shear modulus, they are based on simple assumptions, and none of them consider the effect of voids.
Instead, it is based on simple mathematics.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com