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A section analysis model for the nonlinear behaviour of RC members under cyclic loading
| Content Provider | Scilit |
|---|---|
| Author | Fajfar, P. Krawinkler, H. |
| Copyright Year | 1992 |
| Description | This paper briefly describes a simple program for the nonlinear analysis of reinforced concrete members under cyclic loading based on the section analysis method. Realistic constitutive models are used for steel and concrete, taking into account the effect of cyclic loading. The program is used to investigate the energy dissipation ofRC walls and comparisons are made with the results of an experimental programme conducted by the authors. Book Name: Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings |
| Related Links | https://content.taylorfrancis.com/books/download?dac=C2004-0-23579-8&isbn=9780429176753&doi=10.1201/9781482296662-16&format=pdf |
| Ending Page | 222 |
| Page Count | 12 |
| Starting Page | 211 |
| DOI | 10.1201/9781482296662-16 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 1992-03-20 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings Building and Construction Civil Engineering Models Nonlinear Experimental Dissipation Realistic Constitutive Members |
| Content Type | Text |
| Resource Type | Chapter |
