A column splice is part of the column and therefore must be designed for second order bending moments and shear forces in addition to the axial force. In this paper strength and stiffness requirements for column splices are derived on the basis of column stability considerations. A strength requirem
β¦ LIBER β¦
Effect of thinning during stamping on the load-bearing capacity of elliptical end plates
β Scribed by V. V. Vasil'ev; S. M. Kutepov; V. I. Rachkov; K. V. Smol'skii; I. V. Sukharnikova
- Publisher
- Springer
- Year
- 1983
- Tongue
- English
- Weight
- 644 KB
- Volume
- 19
- Category
- Article
- ISSN
- 0009-2355
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