On Extending ACI 318 to High-Strength Concrete
1999
The aim of this paper is to investigate the applicability of ACI 318-95 Building Code provisions (1) to high-strength concrete (HSC). In particular, three of the most widely used design processes are treated here: flexural and shear design of shallow beams and design of columns subjected to axial loads. A thorough analysis is provided in Ali and White (2).
Keywords:
- Correction
- Source
- Cite
- Save
- Machine Reading By IdeaReader
0
References
0
Citations
NaN
KQI