This paper presents an analytical method for quantitatively predicting the effects of cracking on the lateral deflection and stiffness characteristics of tall reinforced concrete buildings under service loads. The effects of cracking in tall reinforced concrete buildings can be considered using an e
โฆ LIBER โฆ
Experimental investigation of the effect of the bending stiffness of reinforced-concrete piles under lateral load
โ Scribed by A. N. Dovgii; G. S. Lekumovich; I. Ya. Luchkovskii
- Book ID
- 112596525
- Publisher
- Springer
- Year
- 1988
- Tongue
- English
- Weight
- 450 KB
- Volume
- 25
- Category
- Article
- ISSN
- 0038-0741
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