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Fragment response of unreinforced concrete masonry walls subjected to blast loading

Author(s): (U.S. Army Engineer Research and Development Center, Geotechnical and Structures Laboratory, Vicksburg, MS, USA)
(U.S. Army Engineer Research and Development Center, Geotechnical and Structures Laboratory, Vicksburg, MS, USA)
(U.S. Army Engineer Research and Development Center, Geotechnical and Structures Laboratory, Vicksburg, MS, USA)
(U.S. Army Engineer Research and Development Center, Geotechnical and Structures Laboratory, Vicksburg, MS, USA)
(Department of Civil Engineering,Auburn University, Auburn, AL, USA)
Medium: journal article
Language(s): English
Published in: International Journal of Protective Structures, , n. 2, v. 13
Page(s): 204141962210804
DOI: 10.1177/20414196221080482
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1177/20414196221080482.
  • About this
    data sheet
  • Reference-ID
    10663284
  • Published on:
    09/05/2022
  • Last updated on:
    02/06/2022
 
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