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  4. Reinforced Masonry Walls Under Blast Loading
 
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1997
Conference Paper
Title

Reinforced Masonry Walls Under Blast Loading

Abstract
Masonry walls change brittleness and gain ductility with reinforcement in the bed joint. The dynamic force enhancement is more than a factor of 4 compared to unreinforced brickwork. Reinforced masonry walls can be applied under blast loading conditions.
Author(s)
Mayrhofer, C.
Mainwork
8th International Symposium on Interaction of the Effects of Munitions with Structures 1997. Proceedings  
Conference
International Symposium on Interaction of the Effects of Munitions with Structures 1997  
Language
English
Fraunhofer-Institut für Kurzzeitdynamik Ernst-Mach-Institut EMI  
Keyword(s)
  • blast loading

  • brickwork

  • dynamic force enhancement

  • masonry wall

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