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The influence of earthquake vertical component on the seismic response of masonry structures

Giovanni Rinaldin,Marco Fasan,Salvatore Noé,Claudio Amadio

Engineering Structures（2019）

Cited 24|Views7
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Abstract
•The effects of the vertical component of an earthquake on URM buildings are investigated.•Considerations on common capacity models used in seismic design are provided.•A simple façade has been analysed to evaluate the demand/capacity ratios.•Such ratios have been collected with and without the vertical component.
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Key words
Unreinforced masonry,Influence of axial load,Non-linear dynamic analysis,Seismic behaviour,Design provisions
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