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- W2273791306 abstract "A simple method of analysis is presented for the assessment of limit loads of masonry structures. The analysis is based on the use of discrete elements, and constraints on interface tractions to form a linear programme with load factors as objective functions. Numerical examples are given when the method is applied to a masonry arch to asses its sensitivity to material degradation." @default.
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- W2273791306 date "1970-01-01" @default.
- W2273791306 modified "2023-10-01" @default.
- W2273791306 title "Limit Analysis Of Masonry Structures BasedOn Discrete Elements" @default.
- W2273791306 doi "https://doi.org/10.2495/str930331" @default.
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