Comparing diverse arrangements of rows of blast wave fences by criterion of mitigation percent
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)
Link
https://link.springer.com/content/pdf/10.1007/s41062-021-00607-9.pdf
Reference20 articles.
1. Manmohan D, Goel VAM, Anil KG, Marburg S (2012) An abridged review of blast wave parameters. Defense Sci J 62(5):300–306. https://doi.org/10.14429/dsj.62.1149
2. Hong Hao YH, Jun L, Chen W (2016) Review of the current practices in blast-resistant analysis and design of concrete structures. Adv Struct Eng 19(8):1193–1223. https://doi.org/10.1177/1369433216656430
3. Eid Badshah AN, Ashraf M, Shah F, Akhtar K (2017) Review of blast loading models, masonry response, and mitigation. Shock Vibrat. https://doi.org/10.1155/2017/6708341
4. Hájek R, Foglar M (2014) The reduction of peak overpressure using concrete blast barriers. Struct Under Shock Impact XIII 141:265–275. https://doi.org/10.2495/SUSI140231
5. Hajek R, Foglar M (2015) Numerical and experimental analysis of the effect of rigid barriers on blast wave propagation. J Struct Eng 141:12. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001308
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