A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Limit design of structures subject to varying loads needs verification in regard to incremental collapse; static collapse cannot even given qualitative representation of stresses; comparison is made of safety factors in case of static and dynamic failure; calculation procedure; numerical examples for different cases of repeated loading on arched concrete bridge. (See also - n 10 Oct 1962 p 899-903)
Limit design of structures subject to varying loads needs verification in regard to incremental collapse; static collapse cannot even given qualitative representation of stresses; comparison is made of safety factors in case of static and dynamic failure; calculation procedure; numerical examples for different cases of repeated loading on arched concrete bridge. (See also - n 10 Oct 1962 p 899-903)
Collapse under composite repeated loads
Collasso da carichi ripetuti in sollecitazione composta
Sparacio, R. (author)
Ingegnere ; 36
1962
11 pages
Article (Journal)
Italian
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