New provisions for punching shear in Model Code 2010 based on the Critical Shear Crack Theory

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The load-carrying capacity of many reinforced concrete structures is governed by shear failures, occurring before reaching the flexural capacity of the member. For redundant systems, such as slabs subjected to concentrated loads, local shear failures (typi ...

Anchorage of shear reinforcement, such as links or stirrups, can be performed by providing hooks, bends or heads at their ends, by welding transverse reinforcement or by closing open stirrups with pins. Hooks and bends, also used to enhance the anchorage o ...

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Steel beams with reduced beam section (RBS) are often used as part of prequalified connections in seismic regions. However, RBS connections are not as common in Europe. Reasons relate to easiness in fabrication, which requires on-site welding, and the seis ...

New provisions for punching shear in Model Code 2010 based on the Critical Shear Crack Theory

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Multi-Level Monte Carlo Methods for Uncertainty Quantification and Risk-Averse Optimisation

Experimental investigation of dowel action using advanced measurement techniques

Revisiting Detailing Rules for Bending Bars, Anchorage and Minimum Shear Reinforcement in Concrete Structures

Characterization of shear deformations in reinforced concrete members without shear reinforcement

Anchorage of shear reinforcement in beams and slabs

Considerations on the partial safety factor format for reinforced concrete structures accounting for multiple failure modes

Experimental investigation of a keying joint cast in UHPFRC between precast UHPFRC bridge elements

Full-scale testing of European steel beams with reduced beam section under reversed cyclic loading