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Análisis constructivo y estructural de la catedral de Valencia
| Content Provider | Semantic Scholar |
|---|---|
| Author | Pulido, Verónica Llopis Durá, Adolfo Alonso Fenollosa, E. Boquera, Arturo Martínez |
| Copyright Year | 2016 |
| Abstract | The cathedral of Valencia constructive characteristics make it a representative example of the Mediterranean Gothic: low slenderness, little height difference between the naves and limited voids dimension. These differences are explained from the present work, where a constructive study and a structural system analysis under gravity loads and seismic effects are shown. For the analysis a pushover method and a non-linear damage model have been used. The buttresses and diaphragms function will be patent with the Finite Element structural model modification which will progressively remove each one of these constructive elements. The results display a resistant capacity enough to face a seism of 450 years that gets worse if a return period of 950 years is considered. The need of the walls continuity trough the buttresses that turn into authentic diaphragm walls will be demonstrated. |
| Starting Page | 158 |
| Ending Page | 158 |
| Page Count | 1 |
| File Format | PDF HTM / HTML |
| DOI | 10.3989/ic.15.102 |
| Volume Number | 68 |
| Alternate Webpage(s) | http://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/download/5661/6540 |
| Alternate Webpage(s) | https://doi.org/10.3989/ic.15.102 |
| Language | English |
| Access Restriction | Open |
| Content Type | Text |
| Resource Type | Article |