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...

Full description

Saved in:
Bibliographic Details
Published inEngineering structures Vol. 245; p. 112843
Main Authors Asad, Mohammad, Zahra, Tatheer, Thambiratnam, David P, Chan, Tommy H.T., Zhuge, Yan
Format Journal Article
LanguageEnglish
Published Kidlington Elsevier Ltd 15.10.2021
Elsevier BV
Subjects
Online AccessGet full text

Cover

Loading…