Inelastic torsion of multistorey buildings under earthquake excitations.
The inelastic earthquake response of eccentric, multistorey, frame-type, reinforced concrete buildings is investigated using three and five storey models, subjected to a set of 10, two-component, semi-artificial motions, generated to match the design spectrum. Buildings designed according to the EC8...
| Publié dans: | Earthquake engineering & structural dynamics. 34, 12 (2005). |
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| Auteur principal: | |
| Format: | Article |
| Langue: | English |
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