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Review of Blast Loading Models, Masonry Response, and Mitigation
Author(s) -
Eid Badshah,
Amjad Naseer,
Muhammad Azeem Ashraf,
Feroz Shah,
Kareem Akhtar
Publication year - 2017
Publication title -
shock and vibration
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.418
H-Index - 45
eISSN - 1875-9203
pISSN - 1070-9622
DOI - 10.1155/2017/6708341
Subject(s) - masonry , retrofitting , blast wave , structural engineering , boundary (topology) , engineering , geotechnical engineering , geology , aerospace engineering , mathematics , mathematical analysis , shock wave
Different models for prediction of blast loading, response of masonry structure against blast load, and various mitigation strategies are discussed. Variation of peak positive incident pressure with scale distance in free field spherical burst and surface burst scenarios, proposed by different researchers, is presented and compared. The variation is found significant in the region of small scaled distances. Blast wave parameters in urban environment have been found different from the free field scenario. Effects of geometry, boundary conditions, and material properties on response of masonry buildings were found significant. Different mitigation strategies such as blast wall, landscaping, architecture, and retrofitting techniques are presented

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