Parametric Finite Element Simulations of Different Configurations of Partial-Strength Exposed Column Base Plate Connections

The present study investigates the influence of the configurations of anchor bolts and stiffeners on the monotonic response under moment conditions in the major axis and compression force of partial-strength exposed column base plate connections in order to ameliorate their response, limiting the nu...

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Bibliographic Details
Main Authors: Reza Khani, Mario D’Aniello, Roberto Tartaglia, Yousef Hosseinzadeh
Format: Article
Language:English
Published: MDPI AG 2025-06-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/15/13/2255
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