Blast resistance of FRP-strengthened masonry walls

Concrete (London)

Volumn 37, Issue 6, 2003, Pages 38-39

  Patoary, Kabir Md Hossain ^a   Tan, Kiang Hwee ^a  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

BLAST RESISTANCE; DEBONDING; DYNAMIC LOADS; MASONRY CONSTRUCTION; PEELING; STIFFNESS; WALLS (STRUCTURAL PARTITIONS);

STIFFENERS;

FIBER REINFORCED PLASTICS;

EID: 0038718465     PISSN: 00105317     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Review

References (4)

1. US DEPARTMENT OF ARMY. TM5-1300 Structures to resist the effects of the accidental explosions. US Department of Army, New Jersey, 1990.
2. VOLKMAN, D. Aspects of blast resistance masonry design (in) Masonry: components to assemblages, ASTM STP 1063, (ed) Mattys, J. American Society for Testing and Materials, West Conshohocken, Pennsylvania, 1990, pp.413-422.
3. US DEPARTMENT OF ARMY, TM5-855-1 Fundamentals of protective design for conventional weapons. US Department of Army, Washington, DC, 1986.
4. PATOARY, M. K H. and TAN, K.H. Blast resistance of prototype in-built masonry walls strengthened with FRP systems (in) Sixth international symposium on fibre-reinforced polymer reinforcement for concrete structures (FRPRCS-6), Singapore, 8-10 July 2003.