A model for the nonlinear, time-dependent and strengthening analysis of shear critical frame concrete structures
Nonlinear fibre beam models, due to its intrinsic simplicity and computational efficiency, are often an adequate alternative to the complex nonlinear plane and solid FE models for the assessment of entire frame structures. Nevertheless, simulations of structural concrete members undergoing relevant...
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| Format: | Doctoral Thesis |
| Language: | English |
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Universitat Politècnica de Catalunya
2013
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| Online Access: | http://hdl.handle.net/10803/116540 |