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Experimental Investigation of the Inelastic Cyclic Behavior of Concrete-Filled Double-Skin Tubular Beam-Columns with Corrugated Inner Skins and Ultrahigh-Strength Corner Tubes

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Experimental Investigation of the Inelastic Cyclic Behavior of Concrete-Filled Double-Skin Tubular Beam-Columns with Corrugated Inner Skins and Ultrahigh-Strength Corner Tubes

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

First Advanced Bilayer Scaffolds for Tailored Skin Tissue Engineering Produced via Electrospinning and Melt Electrowriting

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

Experimental investigation of dowel action in reinforcing bars using refined measurements

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

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

Water weakening and the compressive brittle strength of carbonates: Influence of fracture toughness and static friction

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

Instabilities in Elastic and Magneto-Elastic Beams and Shells: from Shell Buckling to the Design of a Programmable Braille Reader

Morphological and Material Programability of a Hall-Effect Based Soft Tactile Sensors

Thermal sensing device and sensory feedback system and method using such thermal sensing device

An adaptive phase field approach to 3D internal crack growth in rocks

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

Decarbonization potential of steel fibre-reinforced limestone calcined clay cement concrete one-way slabs

Insights from an extensive triaxial testing campaign on a shale for comparative site characterization of a deep geological repository

Modeling friction and wear using an adaptive discrete-continuum coupling

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

Estimation of the bar stress based on crack width measurements in reinforced concrete structures

Two-dimensional quasi-static delamination in composite laminates under Mode-I and Mode-II conditions

Exploring the potential of the critical shear crack theory for reinforced and post-tensioned glass beams: Initial analysis and experiments