A distributed shear and flexural flexibility model with shear?flexure interaction for R
A beam?column-type finite element for seismic assessment of reinforced concrete (R/C) frame structures is presented. This finite element consists of two interacting, distributed flexibility sub-elements representing inelastic flexural and shear response. Following this formulation, the proposed mode...
| Published in: | Earthquake engineering & structural dynamics. 37, 12 (2008). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |