A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Berakning av cylindriska skal med hansyn till den armerade betongens egenskaper
Design of reinforced concrete cylindrical shells cylindrical shells of sufficient length in relation to their width may be considered as beams; their load bearing capacity can be determined with greater accuracy if assumption of elastic and homogeneous material is replaced by assumption of cracked section as usual in design of ordinary reinforced concrete structures; etc.
Berakning av cylindriska skal med hansyn till den armerade betongens egenskaper
Design of reinforced concrete cylindrical shells cylindrical shells of sufficient length in relation to their width may be considered as beams; their load bearing capacity can be determined with greater accuracy if assumption of elastic and homogeneous material is replaced by assumption of cracked section as usual in design of ordinary reinforced concrete structures; etc.
Berakning av cylindriska skal med hansyn till den armerade betongens egenskaper
Berakning av cylindriska skal med hansyn till den armerade betongens egenskaper
deKazinczy, G. (author)
Betong ; 34
1949
23 pages
1 Supp plate
Article (Journal)
Swedish
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Teori for berakning av sprickvidd och sprickavstand i armerade betongkonstruktioner
| Engineering Index Backfile | 1968
| Engineering Index Backfile | 1966
| Engineering Index Backfile | 1966