Responce to blast loading of concrete wall panels with openings

Journal of Structural Engineering

Volumn 125, Issue 12, 1999, Pages 1448-1450

  Mays, G C ^a   Hetherington, J G ^a   Rose, T A ^a  

^a CRANFIELD UNIVERSITY   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BLAST RESISTANCE; DEFLECTION (STRUCTURES); DYNAMIC RESPONSE; STRUCTURAL ANALYSIS; STRUCTURAL PANELS; WALLS (STRUCTURAL PARTITIONS);

BLAST LOADING; CONCRETE WALL PANELS;

REINFORCED CONCRETE;

EID: 0033319188     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:12(1448)     Document Type: Article

References (6)

1. Biggs, J. M. (1964). Introduction to structural dynamics. McGraw-Hill, New York.
2. "Fundamentals of protective design for conventional weapons." (1985). TM5-855-1, U.S. Dept. of the Army, Washington, D.C.
3. Mays, G. C., Hetherington, J. G., and Rose, T. A. (1998). "Resistance-deflection functions for concrete wall panels with openings." J. Struct. Engrg., ASCE, 124(5), 579-587.
4. Mays, G. C., and Smith, P. D. (1995). Blast effects on buildings - Design of buildings to optimise resistance to blast loading. Thos. Telford, London.
5. Smith, P. D., and Hetherinton, J. G. (1994). Blast and ballastic loading of structures. Butterworth-Heinemann, Oxford, U.K.
6. "Structures to resist the effect of accidental explosions." (1990). TM5-1300, U.S. Depts. of the Army, Navy, and Air Force, Washington, D.C.