Test on full-scale three-storey steel moment frame and assessment of ability of numerical simulation to trace cyclic inelastic behaviour.
A test on a full-scale model of a three-storey steel moment frame was conducted, with the objectives of acquiring real information about the damage and serious strength deterioration of a steel moment frame under cyclic loading, studying the interaction between the structural frame and non-structura...
| Pubblicato in: | Earthquake engineering & structural dynamics. 35, 1 (2006). |
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| Autore principale: | |
| Natura: | Articolo |
| Lingua: | English |
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