Articulo
NCh2369 vs. ASCE 7 – Strength vs. Ductility? Industrial steel moment frames
16th World Conference on Earthquake Engineering
Registro en:
15110017
15110017
Autor
Medalla, M.
Peña, C.
Lopez-Garcia, D.
Illanes, R.
Institución
Resumen
Earthquake-resistant design philosophies behind ASCE7-10/AISC341-10 and NCh2369.Of2003 are different. The differences make very difficult the task of satisfying simultaneously both design criteria, both from the conceptual and the practical points of view FONDAP FONDAP