Force-based finite element for modelling the cyclic behaviour of unreinforced masonry piers

Katrin Beyer, João Saraiva Esteves Pacheco de Almeida, Francesco Vanin
2017
Conference Papers

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Katrin Beyer, João Saraiva Esteves Pacheco de Almeida, Francesco Vanin
2017
Conference Papers

Official source

Related publications (3)

https://infoscience.epfl.ch/entities/publication/e206e5df-3de7-4722-b4b3-61833d152db2

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Related publications (3)

Punching tests on edge slab-column connections with refined measurements

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Due to the significant shear forces developing around columns and the potential brittle failure associated, the punching capacity of flat slabs is the main concern at ultimate limit state. An effective way to understand the behaviour of slab-column connect ...

2023

Static behavior of Reinforced UHPFRC beams with thin cover depth

Eugen Brühwiler, Bartlomiej Wojciech Sawicki

Because of its high tensile strength and deformation capacity, UHPFRC (Ultra High Performance Fiber Reinforced Cementitious composite) can theoretically be used without any reinforcement bars or prestressing. However, for more economical design and for rea ...

2019

Modelling the seismic response of modern URM buildings retrofitted by adding RC walls

Katrin Beyer, Alessandro Paparo

Modern unreinforced masonry buildings with reinforced concrete slabs are often retrofitted by inserting reinforced concrete walls. The main advantages of this technique are the increase in strength and displacement capacity with respect to masonry structur ...

2015