Biaxial seismic response of base-column connections in sub-standard steel buildings: dataset [version 2; peer review: 2 approved, 1 approved with reservations]

Biaxial seismic response of base-column connections in sub-standard steel buildings: dataset [version 2; peer review: 2 approved, 1 approved with reservations]

Existing steel frames not complying with modern seismic codes are often vulnerable to earthquakes due to inadequate seismic detailing. These types of framed structures typically feature semi-rigid and partial strength column-base connections; the behaviour of such connections may significantly affec...

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Bibliographic Details
Main Authors: Nikolaos Stathas, Jingren Wu, Luigi Di Sarno, Mario D’Aniello, Fabio Freddi, Raffaele Landolfo, Stathis Bousias, Lambros Papagiannis, Esra Mete Güneyisi
Format: Article
Language:English
Published: F1000 Research Ltd 2024-11-01
Series:Open Research Europe
Subjects:
Column-base steel connections
sub-standardard buildings
steel frame connections
pseudodynamic method
biaxial testing
eng
Online Access:https://open-research-europe.ec.europa.eu/articles/4-161/v2
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https://open-research-europe.ec.europa.eu/articles/4-161/v2

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