Fiber beam-columns models with flexure-shear interaction for nonlinear analysis of reinforced concrete structures
The aim of this study was to develop a model capable to capture the different contributions which characterize the nonlinear behaviour of reinforced concrete structures. In particular, especially for non slender structures, the contribution to the nonlinear deformation due to bending may be not s...
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| Format: | Doctoral Thesis |
| Language: | it |
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Alma Mater Studiorum - Università di Bologna
2011
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| Online Access: | http://amsdottorato.unibo.it/3989/ |