Computed tomography (CT) at the third lumbar vertebra (L3) is widely used for muscle quantification, but manual segmentation is labor intensive. This study externally validates an AI model, trained on a public dataset, for automated L3 muscle segmentation using an independent cohort, including a subgroup …

Demonstration project with the Robot Lab wall panel, made from residual wood It is the true eye-catcher of the restaurant at Bowling Leeuwarden: the wall with the wooden panels. The panels were designed at the Robot Lab of the Amsterdam University of Applied Sciences (AUAS) and are entirely made from …

The Capucine cloister in Tilburg was established in the 19th century along one of the routes leading out of the city center, as part of the urban expansion that was then taking place. Nearby a nunnery can be found at the other end of a park, the whole being enclosed by a long wall. Now the place has …

This research has proved that the implementation of a Modular Connection System (MCS1) for the “WET CELL” project is not only possible but also promising, as it successfully demonstrates how modularity, circularity, and material reusability can be achieved through the optimal design and material selection. …

We organised an extensive programme supporting our research project on creative spaces. During this week students and researchers worked on an inspirational wall that formed an atlas of creative spaces. Participants were introduced to the topic through presentations by professionals in the field and …

Post-earthquake structural damage shows that out-of-plane (OOP) wall collapse is one of the most common failure mechanisms in unreinforced masonry (URM) buildings. This issue is particularly critical in Groningen, a province located in the northern part of the Netherlands, where low-intensity induced …

The seismic assessment of the out-of-plane (OOP) behaviour of unreinforced masonry (URM) buildings is essential since the OOP is one of the primary collapse mechanisms in URM buildings. It is influenced by several parameters, including the poor connections between structural elements, a weakness highlighted …

''This paper aims to analyze the behavior of experimentally tested unreinforced masonry walls subjected to in-plane loading. Monotonic load analyses are conducted using FEM and AEM modeling approaches. The models presented here are based on the assumption of both unit and mortar joints modeled as solid …

Out-of-plane (OOP) collapse is one of the most observed damage types in masonry structures during strong earthquakes. OOP strength of a masonry wall depends on several parameters such as the dimensions of the wall, vertical restoring force, boundary conditions and material properties, which are parameters …

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