Resistance-deflection functions for concrete wall panels with openings

Journal of Structural Engineering

Volumn 124, Issue 5, 1998, Pages 579-587

  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

BENDING STRENGTH; BLAST RESISTANCE; DEFLECTION (STRUCTURES); DYNAMIC LOADS; ELASTOPLASTICITY; FINITE ELEMENT METHOD; FUNCTIONS; REINFORCED CONCRETE; WALLS (STRUCTURAL PARTITIONS);

BLAST LOADING; CONCRETE WALL PANELS; RESISTANCE DEFLECTION FUNCTIONS; YIELD LINE THEORY;

STRUCTURAL PANELS;

EID: 0032075671     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:5(579)     Document Type: Article

References (7)

1. Hognestad, E. (1953). "Yield-line theory for the ultimate fiexural strength of reinforced concrete slabs." Proc., Am. Concrete Inst., 49(7), 637-656.
2. Johansen, K. W. (1962). Yield-line theory. Cement and Concrete Assn., London, U.K.
3. Jones, L. L., and Wood, R. H. (1967). Yield-line analysis of slabs. Thames and Hundson, Chatto and Windus, London, U.K.
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, U.K.
5. Morley, C. T. (1965). "Equilibrium methods for exact upper bounds of rigid plastic plates." Mag. of Concrete Res., London, U.K.
6. TM5-1300. Structures to resist the effect of accidental explosions. (1990). U.S. Department of the Army, Navy and Air Force Technical Manual.
7. Wood, R. H. (1971). "Slab design: Past, present and future." ACI Publication SP-39, American Concrete Institute, Detroit, Mich., 203-221.