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References (5)
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A. Beal, N. Khalil (1999)
DESIGN OF NORMAL- AND HIGH-STRENGTH CONCRETE COLUMNS., 134
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(1985)
" Strength and behaviour of Reinforced Concrete Wall Panels " , Ph -
(1994)
" A Review of Reinforced Concrete Wall Design Formulae " , ACI Structural Journal -
Lateral Columns (1985)
Lateral Reinforcement For High-Strength Concrete Columns, 87
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K. Kripanarayanan (1977)
Interesting Aspects of the EmpiricalWall Design Equation, 74
- Publisher
- SAGE
- Copyright
- Copyright © 1998 Multi-Science Publishing Co. Ltd. 107 High Street, Brentwood, Essex CM14 4RX, UK
- ISSN
- 1369-4332
- eISSN
- 2048-4011
- DOI
- 10.1177/136943329900200203
- Publisher site
- See Article on Publisher Site
Abstract
This paper presents an overview of testing undertaken to determine the axial load capacity of normal and high strength concrete walls simply supported at top and bottom edges. The failure loads from testing are compared to results obtained using the simplified equation given in the American concrete code of practice, ACI318 (1995) and to an analytical method developed by the authors. The comparison indicates that modifications to the code wall design equation may be required when high strength concrete is used. Also, the more accurate analytical method was found to compare more favourably with the test results than the predictions from the code method.
Journal
Advances in Structural Engineering – SAGE
Published: Apr 1, 1999