Assessing vibration induced damage in unreinforced masonry walls subject to vehicular impact – A numerical study
•Overall damage assessment in masonry buildings under vehicular impact is studied.•FE model with material and contact nonlinearities predicts failure under Impact.•FE model captures vibration- induced damage propagation to wall edges.•Such damage in unreinforced masonry structures is more severe at...
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Published in | Engineering structures Vol. 245; p. 112843 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
Published |
Kidlington
Elsevier Ltd
15.10.2021
Elsevier BV |
Subjects | |
Online Access | Get full text |
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