A method is presented to quantify the inelastic seismic resistance of reinforced concrete stack-like structures by non-linear earthquake analysis. The deformed configuration of stack is idealized as an assemblage of beam elements and actual stress-strain relationships of concrete and reinforcing ste
Impulse-momentum and resistance analysis of reinforced concrete structures
β Scribed by Lawrence G. Selna; Hoong-Leong Chow
- Publisher
- John Wiley and Sons
- Year
- 1995
- Tongue
- English
- Weight
- 684 KB
- Volume
- 24
- Category
- Article
- ISSN
- 0098-8847
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