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• W3209983669 abstract "Historical earthquakes have documented that lateral spread and settlements are the most significant damages induced by soil liquefaction. Therefore, assessing its effects on structural performance has become a fundamental issue in seismic engineering. In this regard, the paper proposes to develop analytical fragility curves of a Masonry-Infilled RC (MIRC) structure subjected to liquefaction-induced damages. In order to reproduce the nonlinear cyclic behavior (dilation tendency and the increase in cyclic shear strength) due to liquefaction, nonlinear hysteretic materials and advanced plasticity models were applied. The findings herein obtained in terms of seismic fragility of the MIRC building subjected to liquefaction may be implemented as guidelines or code provisions." @default.
• W3209983669 created "2021-11-08" @default.
• W3209983669 creator A5009999773 @default.
• W3209983669 date "2021-06-30" @default.
• W3209983669 modified "2023-09-26" @default.
• W3209983669 title "Seismic Fragility for a Masonry-Infilled RC (MIRC) Building Subjected to Liquefaction" @default.
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• W3209983669 doi "https://doi.org/10.3390/app11136117" @default.
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