This thesis investigates the structural feasibility of a vertical extension on an existing former industrial building located in Eltville am Rhein, Germany. The case study focuses on a former cocoa factory constructed in the 1960s, which was later partially converted into residential use. Due to the …

This thesis investigates the restoration and structural reinforcement of a historically protected 19th-century residential building on the island of Hydra, Greece. Undertaken within the strict constraints of Greek heritage law (ΦΕΚ 594Δ/1978), the project aims to enhance structural safety and environmental …

Timber construction is rapidly advancing in structural engineering due to its benefits, such as light weight, ease of prefabrication, and contribution to societal goals. With an increase in building height, however, knowledge garnered by coupling advance modelling and experimental testing will enable …

Research on the structural response of large, multi-story timber buildings under horizontal loading conditions, such as wind and earthquakes, remains limited in the current literature. In particular, there is a need for improved understanding of the nonlinear behavior of these structures and how energy …

Een presentatie over projecten waar ik in betrokken ben als: Trust in Timber en mijn PhD-onderzoek.

The construction of timber structures offers a significant advantage in reducing the carbon footpnnt associated with building activities. However, to fully realize this benefit, it is essential to enable the construction of large and tall timber buildings. Achieving this goal presents certain engineering …

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 …

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 …

Post-earthquake structural damage shows that out-of-plane wall collapse is one of the most prevalent 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 ground shaking …