Cyclic behavior of masonry walls strengthened by tie rods

Giovanni Rinaldin, Cosimo Miniussi,Claudio Amadio

Engineering Structures（2019）

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摘要

•Effects of tie rods as retrofitting technique in URM structures are investigated.•The importance of the axial forces during earthquake is highlighted.•All the analyses are carried-out with non-linear material models.•Recentering capabilities and cyclic response of strengthened piers are evaluated.

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关键词

Unreinforced masonry,Metallic tie rods,Seismic retrofitting,Recentering,Vertical component

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