The paper presents an approximate analysis of cylindrical shells with edge beams. The shell is detached from the beams, and the deformations of the components are determined separately and equalized with the aid of supplementary forces'Shear Forces T B = tBx and Transverse Forces QB (figure 1). The
โฆ LIBER โฆ
The analysis of cylindrical shell roofs with post tensioned edge beams
โ Scribed by Raphael Foner Rish
- Publisher
- Elsevier Science
- Year
- 1974
- Tongue
- English
- Weight
- 804 KB
- Volume
- 10
- Category
- Article
- ISSN
- 0020-7683
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