Review of Blast Loading Models, Masonry Response, and Mitigation
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 resea...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2017-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2017/6708341 |
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| _version_ | 1832559279874244608 |
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| author | Eid Badshah Amjad Naseer Muhammad Ashraf Feroz Shah Kareem Akhtar |
| author_facet | Eid Badshah Amjad Naseer Muhammad Ashraf Feroz Shah Kareem Akhtar |
| author_sort | Eid Badshah |
| collection | DOAJ |
| description | 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. |
| format | Article |
| id | doaj-art-65cbca54fc5e4e93adbb193078564f3a |
| institution | Kabale University |
| issn | 1070-9622 1875-9203 |
| language | English |
| publishDate | 2017-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-65cbca54fc5e4e93adbb193078564f3a2025-02-03T01:30:27ZengWileyShock and Vibration1070-96221875-92032017-01-01201710.1155/2017/67083416708341Review of Blast Loading Models, Masonry Response, and MitigationEid Badshah0Amjad Naseer1Muhammad Ashraf2Feroz Shah3Kareem Akhtar4Department of Civil Engineering, UET Peshawar, Peshawar, PakistanDepartment of Civil Engineering, UET Peshawar, Peshawar, PakistanDepartment of Civil Engineering, UET Peshawar, Peshawar, PakistanDepartment of Mechanical Engineering, UET Peshawar, Peshawar, PakistanDepartment of Mechanical Engineering, UET Peshawar, Peshawar, PakistanDifferent 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.http://dx.doi.org/10.1155/2017/6708341 |
| spellingShingle | Eid Badshah Amjad Naseer Muhammad Ashraf Feroz Shah Kareem Akhtar Review of Blast Loading Models, Masonry Response, and Mitigation Shock and Vibration |
| title | Review of Blast Loading Models, Masonry Response, and Mitigation |
| title_full | Review of Blast Loading Models, Masonry Response, and Mitigation |
| title_fullStr | Review of Blast Loading Models, Masonry Response, and Mitigation |
| title_full_unstemmed | Review of Blast Loading Models, Masonry Response, and Mitigation |
| title_short | Review of Blast Loading Models, Masonry Response, and Mitigation |
| title_sort | review of blast loading models masonry response and mitigation |
| url | http://dx.doi.org/10.1155/2017/6708341 |
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