Quasi-static cyclic tests on masonry spandrels

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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 ...

Several boreholes were drilled for site comparison of a deep geological repository (DGR) in Northern Switzerland. The main target of the exploration program was the >100m thick Opalinus Clay, the designated host rock encountered at approximately 450 to 100 ...

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In the evolution of structural glass beam elements, the requirements for post-fracture load bearing capacity and safe failure behaviour have led to the development of reinforced and post-tensioned beams. Maximum bending capacity in the post-fracture state ...

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The plastic deformation of small-scale face-centered cubic metals exhibits intermittent slip burst events that appear on stress-strain curves as sudden strain jumps and/or load drops. These events are generally attributed to the avalanche-like cooperative ...

Optimising the hydration of cementitious materials is crucial to leverage their full potential and avoid wasting resources, embodied energy and CO2. Understanding the fundamental mechanisms is key to reach these objectives. In this paper, we review progres ...

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The development and construction of offshore wind farms requires the correct estimation of the friction that can be mobilised at the rock/grout interface. In conventional studies, the shear behaviour of a joint is usually investigated with laboratory tests ...

The forms of U-shaped UHPFRC beams have not been investigated for the highway footbridge. Compared with the traditional section forms, the U-shaped UHPFRC beams can reduce the material consumption under the condition of providing the same bearing capacity. ...

Energy piles are shallow geothermal systems integrated into structures already required for structural functions of civil works that provide both geothermal energy supply and structural support to the built environments. This research work is driven by the ...

With the increasing use of automation and computer-aided manufacturing in timber construction, a standardized timber construction system using digitally produced wood-wood connections has recently been developed for basic building components. Its structura ...

Seismic assessments of historical masonry buildings are affected by several sources of epistemic uncertainty. These are mainly the material and the modelling parameters and the displacement capacity of the elements. Additional sources of uncertainty lie in ...

The effectiveness of post-tensioning in enhancing the fracture resistance of glass beams depends on the level of compressive pre-stress introduced at the glass edge surface that will in service be exposed to tensile stresses induced by bending. Maximum pre ...

Reinforced concrete planar members, as slabs and shells, are structural elements commonly used in the construction technique, which are typically designed without the arrangement of shear reinforcement. Despite the fact that this solution allows for fast a ...

Quasi-static cyclic tests on masonry spandrels

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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

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

Model uncertainties in action effects and load bearing capacity calculation in statically indeterminate reinforced concrete structures

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

A Discussion on the Reliability of prEN1992-1-1:2021 Shear Strength Provisions for Fibre Reinforced Concrete Members Without Shear Reinforcement

Drained Clay-Pipe Interface Resistance at Low Normal Stresses and Elevated Temperatures

On the slip burst amplitude cutoff in dislocation-rich microcrystals

Advances in hydration and thermodynamics of cementitious systems

Multi-scale experimental testing on variable stiffness and damping components for semi-active structural control

Re:Crete - A Footbridge made of Reused Concrete Blocks

Influence of sustained loading on resistance and deformation capacity of reinforced concrete members in compression

Mesh d-refinement: a data-based computational framework to account for complex material response

Shear Response of Wet Weak Carbonate Rock/Grout Interfaces Under Cyclic Loading

Study on Mechanical Performance of Prestressed UHPFRC U-Beam Bridges

Cyclic thermomechanical behaviour of pile-soil interface and design methods for energy pile foundations

Case-Study on the Creep Behavior of Interconnected Timber Elements using Wood-Wood Connections

Uncertainties in the Seismic Assessment of Historical Masonry Buildings

Post-tensioning of glass beams: Analytical determination of the allowable pre-load

The mechanics of shear failures in RC slabs based on refined measurements