A semi-automatic method is presented for the rigid-plastic yield-line analysis of slabs to predict the mechanisms which are most likely to cause collapse. The computational technique adopted uses linear programming to evaluate the Munro and Da Fonseca solution for any given trial element geometry an
Automated yield-line analysis of orthotropic slabs
β Scribed by David Johnson
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 828 KB
- Volume
- 33
- Category
- Article
- ISSN
- 0020-7683
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