Development of Novel Standardized Structural Timber Elements Using Wood-Wood Connections

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Carefully extracting reinforced concrete (RC) elements from soon-to-be demolished structures and reusing them as load-bearing components is an emerging circular low-carbon alternative to building new structures. As floor construction typically accounts for ...

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In this thesis, we conduct a comprehensive investigation into structural instabilities of both elastic and magneto-elastic beams and shells, resulting in a creative proposal to design a programmable braille reader. Methodologically, we combine numerical si ...

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Bending-active elastica beam is a structural configuration that is based on the elastic deformation of an initially straight beam. This deformation occurs when horizontal displacements are applied to a sliding support, causing the beam to bend into an arch ...

Most codes of practice adopt a semi probabilistic design approach for the dimensioning and assessment of structures. Accordingly, structural safety is ensured by performing limit state verifications using design values determined with adequately calibrated ...

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The present study focuses on enhancing the seismic resistance of existing masonry structures. To that aim, the use of fiber-reinforced polymer (FRP) strengthening serves to improve structural behaviour by attaching FRP strips to the masonry walls. Despite ...

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Development of Novel Standardized Structural Timber Elements Using Wood-Wood Connections

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Securing low-level code with minimal developer efforts: from preventing type confusion by design to automated library fuzzing

FLO:RE – A new floor system made of reused reinforced concrete and steel elements

Teaching Not To

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Experimental Investigation on Size-Effect of Rubble Stone Masonry Walls Under In-Plane Horizontal Loading: Overview and Preliminary Results

Short-term behavior of glass fiber-polymer composite bending-active elastica beam under service load application

Influence of model uncertainty and long term deformations in action effects calculation in reinforced concrete structures

A global framework for data-informed bridge examination

A Softening Constitutive Law and Gradient-Inelastic Fiber-Based Element for 3-Dimensional Frame Simulations Under Seismic Excitations

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Shear and steel-fibre reinforcement for the punching resistance of flat slabs at internal and edge columns

Influence of fiber orientation on the tensile behavior of UHPFRC and reinforced UHPFRC under static and fatigue loadings

Experimental and analytical investigation of shear-reinforced concrete and dowel action

Methods to assess the carbon footprint of structures involving UHPFRC elements

Numerical Modeling of FRP-Strengthened Masonry Structures Using Equivalent Frame Models

The Current State of the OBI DICT Project: A Bilingual e-Dictionary of Oracle-Bone Inscriptions with AI Image Recognition

Course Design - A Visual and Modular Approach

Models implemented in the methodological approach to design the initial STEP first wall contour