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The relaxation behavior was modeled using the Curie von Schweidler (CS) and Havriliak Negami (HN) relationships.
The viscoplastic fluid behavior was modeled using the Herschel-Bulkley constitutive equation.
This behavior was modeled using an analytical solution based on Fick's second law of diffusion.
The non-linear elastic behavior was modeled using 2nd order Ogden hyperelastic formulations, and viscoelasticity was modeled using the quasi-linear theory of viscoelasticity.
The interfacial behavior was modeled using nonlinear spring elements connected to each shell node in the longitudinal and transverse directions on one end, and fixed at the other end.
In their model, the nonlinear soil behavior was modeled using a hyperbolic relation for static load condition and modified hyperbolic relation, including degradation and gap for cyclic load condition.
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Occupancy behavior was modelled using an UDI threshold of 500 lx, and an energy management matrix (EMM) was derived.
The material behavior is modeled using Lennard Jones type interatomic potential function.
The material stress strain behavior is modeled using bilinear and elastic plastic relations.
The strong and weak axis buckling behavior is modeled using a strut-and-tie model.
The viscoelastic behavior is modeled using the so-called Kelvin Voigt viscoelastic damping model.
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CEO of Professional Science Editing for Scientists @ prosciediting.com