Seismic load calculated from AS 1170.4 is based on a ductility factor (μ).
There is a table which gives μ values for fully ductile, moderately ductile and limited ductile frames.
But cannot see definition of ductility as it applies for moment frames and braced frames. Referring to steel structures.
I saw this for concreter structures, mentions something with regard to detailing to AS 3600 or the New Zealand standard.
Link
Looking for something as it relates to steel structures.
There is a table which gives μ values for fully ductile, moderately ductile and limited ductile frames.
But cannot see definition of ductility as it applies for moment frames and braced frames. Referring to steel structures.
I saw this for concreter structures, mentions something with regard to detailing to AS 3600 or the New Zealand standard.
Link
Looking for something as it relates to steel structures.
