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For slabs subjected to a single concentrated load, a plastic model for assessment exists: the Extended Strip Model, developed based on the Strip Model for concentric punching shear.
A comparison between the finite element model, the current strip model from the literature, and the new proposed strip model is provided.
Firstly, a bridge specimen with a detached spandrel wall is analysed considering a simplified strip model.
By using multiple strips per ray, it is possible to use supersampling with the strip model as well.
In an in vitro rat bladder strip model, contraction inhibition was not observed in case of 125I-BoNT-A.
The in vitro bladder strip model showed no bioactivity of 125I-BoNT-A when compared to unlabelled BoNT-A.
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We also briefly comment on the limitations of current strip models.
Determination of flutter derivatives by taut strip models has rarely been studied.
Stable convergence and excellent accuracy are obtained by using high order spline strip models.
The measured RDR and SDR were compared with the simulated results from Vegetative Filter Strip Modeling System (VFSMOD).
Generalized inverse matrix theory is employed to obtain the stiffness matrix and damping matrix of taut strip models.
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