Behavior of precast ferrocement thin walls under cyclic loading: an experimental and analytical study
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| Format: | Artículo científico |
| Sprache: | en |
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Universidad Nacional de Colombia
2014
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| _version_ | 1876444907821858816 |
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| author | D. Bedoya-Ruiz |
| author_facet | D. Bedoya-Ruiz |
| contents | Behavior of precast ferrocement thin walls under cyclic loading: an experimental and analytical study D. Bedoya-Ruiz G. A. Ortiz D. A. Álvarez Ingeniería Wen Bouc Baber ductility Noori model Thin ferrocement walls are the structural elements that comprise the earthquake resistant system of housing built with this material. This article presents the results drawn from an experimental campaign carried out over full-scale precast ferrocement thin walls, which were assessed under cyclic loading conditions. The tests assessed the strength of the walls, their hysteretic behavior, ductility, energy dissipation, equivalent damping, their coefficient of energy dissipation and their characteristic failure mode when subjected to cyclic loading conditions. Finally, an analytical model that modeled the nonlinear dynamic behavior exhibited by ferrocement walls was implemented; its feasibility and potential use in earthquake resistant design of ferrocement walls was evaluated. 2014 artículo científico 0120-5609 https://www.redalyc.org/articulo.oa?id=64330696006 en http://www.redalyc.org/revista.oa?id=643 Ingeniería e Investigación application/pdf Universidad Nacional de Colombia Ingeniería e Investigación (Colombia) Num.1 Vol.34 |
| format | Artículo científico |
| id | redalyc_64330696006 |
| institution | Redalyc |
| language | en |
| publishDate | 2014 |
| publisher | Universidad Nacional de Colombia |
| spellingShingle | Behavior of precast ferrocement thin walls under cyclic loading: an experimental and analytical study D. Bedoya-Ruiz Ingeniería Wen Bouc Baber ductility Noori model Behavior of precast ferrocement thin walls under cyclic loading: an experimental and analytical study D. Bedoya-Ruiz G. A. Ortiz D. A. Álvarez Ingeniería Wen Bouc Baber ductility Noori model Thin ferrocement walls are the structural elements that comprise the earthquake resistant system of housing built with this material. This article presents the results drawn from an experimental campaign carried out over full-scale precast ferrocement thin walls, which were assessed under cyclic loading conditions. The tests assessed the strength of the walls, their hysteretic behavior, ductility, energy dissipation, equivalent damping, their coefficient of energy dissipation and their characteristic failure mode when subjected to cyclic loading conditions. Finally, an analytical model that modeled the nonlinear dynamic behavior exhibited by ferrocement walls was implemented; its feasibility and potential use in earthquake resistant design of ferrocement walls was evaluated. 2014 artículo científico 0120-5609 https://www.redalyc.org/articulo.oa?id=64330696006 en http://www.redalyc.org/revista.oa?id=643 Ingeniería e Investigación application/pdf Universidad Nacional de Colombia Ingeniería e Investigación (Colombia) Num.1 Vol.34 |
| title | Behavior of precast ferrocement thin walls under cyclic loading: an experimental and analytical study |
| topic | Ingeniería Wen Bouc Baber ductility Noori model |
| url | https://www.redalyc.org/articulo.oa?id=64330696006 |