Dynamic analysis of steel frames with uncertain semi-rigid connections

The paper addresses the dynamic analysis of linear steel frames with uncertain semi-rigid connections subjected to deterministic seismic excitation. The uncertainty is conveniently characterised in the reduced modal space using a recently proposed surrogate model, which requires only a reduced set o...

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Bibliographic Details

Main Authors:	Stavros Kasinos, Alessandro Palmeri, S. Maheshwari, Mariateresa Lombardo
Format:	Default Conference proceeding
Published:	2017
Subjects:	Other built environment and design not elsewhere classified untagged Built Environment and Design not elsewhere classified
Online Access:	https://hdl.handle.net/2134/25938
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