A mathematical programming approach for the large displacement analysis of elastoplastic plane frames with flexible, partial-strength beam-to-column connections is proposed. The incremental formulation is developed within the framework of a discrete model, piecewise linear yield surfaces and large d
β¦ LIBER β¦
Large displacement elastoplastic analysis of space trusses
β Scribed by J.A.T. de Freitas; A.C.B.S. Ribeiro
- Book ID
- 107877728
- Publisher
- Elsevier Science
- Year
- 1992
- Tongue
- English
- Weight
- 913 KB
- Volume
- 44
- Category
- Article
- ISSN
- 0045-7949
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