Person
Sarah Petry
This person is no longer with EPFL
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Related publications (17)
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Limit states of modern unreinforced clay brick masonry walls subjected to in-plane loading
Recent research showed that the in-plane horizontal displacement capacity of unreinforced masonry (URM) walls depends on numerous factors that are not yet captured by current empirical drift capacity models; e.g., axial stress, shear span, geometry of the ...
Springer Verlag2015Dynamic testing of a four-storey building with reinforced concrete and unreinforced masonry walls: Prediction, test results and data set
Katrin Beyer, Sarah Petry, Marco Tondelli
This paper presents the results of a series of shake-table tests on a half-scale, four-storey building with reinforced concrete (RC) and unreinforced masonry (URM) walls. Due to the lack of reference tests, the seismic behaviour of such mixed structures is ...
Springer Verlag2015Force-displacement response of unreinforced masonry walls for seismic design
In regions with low to moderate seismicity, unreinforced masonry (URM) is commonly used for the construction of low to mid-rise buildings. When these structures are subjected to seismic loading, the stiff URM walls attract considerable part of the lateral ...
EPFL2015