The work herein presented concerns the modelling of a Moment Resisting steel frame within SeismoStruct computer program. In particular, it focuses on how it is possible to take into account the second order effects, structure effects, in order to best reproduce the real structure behaviour. It is well known a way to consider second-order effects on a frame is add a leaning column to this one. But how leaning column may be modelled and how it influences the results of frame analysis?
Problems of leaning column modeling in common structural software
Streppone S.
2019-01-01
Abstract
The work herein presented concerns the modelling of a Moment Resisting steel frame within SeismoStruct computer program. In particular, it focuses on how it is possible to take into account the second order effects, structure effects, in order to best reproduce the real structure behaviour. It is well known a way to consider second-order effects on a frame is add a leaning column to this one. But how leaning column may be modelled and how it influences the results of frame analysis?File in questo prodotto:
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