Transforming the Static System of Prestressed Concrete Bridges Using UHPFRC

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In capacity-designed steel moment resisting frames (MRFs), inelastic deformations are mostly concentrated in the steel beams and the column fixed ends of the first story, while the participation of the panel zones in energy dissipation is limited. In such ...

The increasing usage of nonlinear analyses for the design of reinforced concrete structures and the necessity of codes of practice to provide a consistent safety format for them is one of the challenges that new generations of codes of practice are facing. ...

This paper presents results from 21 large-scale experiments on steel columns that examined their collapse behavior as related to steel moment resisting frames (MRFs). The test specimens included wide-flange and square hollow structural shapes (HSS) and wer ...

Fiber-reinforced polymer (FRP) composite materials are currently being selected for the design of lightweight and efficient structural members in a wide number of engineering applications. Sandwich panels with glass fiber-reinforced polymer (GFRP) face she ...

This article introduces an analytical model to compute the monotonic force–displacement response of in-plane loaded unreinforced brick masonry walls accounting for walls failing in shear or ﬂexure. The masonry wall is modelled as elastic in compression wit ...

Steel and steel-concrete composite bridges made of plate girders represent an economical structural form and are largely used for short and medium spans. Two parallel plate girders connected by cross-beams define a twin-girder bridge. This type of bridge t ...

Reinforced concrete slabs without shear reinforcement subjected to concentrated loads near linear sup- ports are usually designed or assessed in shear using design provisions that have been calibrated on the basis of tests on one-way slabs or beams with re ...

Most civil engineering infrastructures, especially bridges worldwide, are approaching the end of their designed lifespan. They are continuously deteriorating due largely to material aging, excessive loads and changing environments. Therefore, it is crucial ...

Flat slabs are commonly used in Switzerland but also in north America and in many European countries. Slab bridges are also a typical solution for crossing of motorways for example. In both cases, supporting a slab by columns is justified by the simplicity ...

The design of reinforced and prestressed concrete girders is usually performed so as to avoid any non ductile failure mode. Amongst these failure modes, one of the most undesirable occurs by crushing of concrete in the web. To avoid this brittle type of fa ...

Transforming the Static System of Prestressed Concrete Bridges Using UHPFRC

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Towards instability-free welded moment connections

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

Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Collapse Loading Protocols

Two-dimensional crack growth in FRP laminates and sandwich panels

Force–displacement response of in-plane loaded unreinforced brick masonry walls: the Critical Diagonal Crack model

Résistance au déversement des poutres métalliques de pont

Shear strength of RC slabs under concentrated loads near clamped linear supports

Model-Free Methodologies for Data-Interpretation during Continuous Monitoring of Structures

Influence de la précontrainte sur la résistance au poinçonnement de dalles en béton armé

Zum Querkraftwiderstand von Stahl- und Spannbetonträgern mit dünnen Stegen