Parametric study of ductile moment-resisting steel frames A first step towards Eurocode 8 calibration.
A parametric study of 13 608 ductile moment-resisting steel frames designed according to Eurocodes 3 and 8 is performed. A flowchart for the evaluation of the seismic-resistant capacity of the designed frames is developed based on the N2 method. The design structural overstrength, ductility supply,...
| Julkaisussa: | Earthquake engineering & structural dynamics. 37, 7 (2008). |
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| Päätekijä: | |
| Aineistotyyppi: | Artikkeli |
| Kieli: | English |
| Aiheet: |