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Occupancy behavior was modelled using an UDI threshold of 500 lx, and an energy management matrix (EMM) was derived.
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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.
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.
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.
The hairpin elastic behavior was modeled using the Worm-like Chain model (WLC) (Bustamante et al., 1994).
Because this behavior was modeled using logistic regression, we predicted the log odds of the response being in one category relative to a baseline category.
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.
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