Title

Mathematical Modelling Of A "Post-Northridge" Steel Connection

Keywords

Ductility; Earthquakes; Energy dissipation (connection); Non-linear seismic analysis; Numerical analysis; Partially restrained connections; PR; Pre-Northridge and post-Northridge steel connections; Steel frames

Abstract

A robust mathematical model to capture the behaviour of an attractive "post-Northridge" type, Partially Restrained (PR) steel connection is proposed. The proposed procedure captures the loading behaviour for this type of connection reasonably well. It is suggested that the unloading and reloading parts of M - θ curves required for seismic analysis can be theoretically generated by using the Masing Rule. This study confirms some of the important desirable features of the connection. Although it is a PR connection, its initial stiffness is similar to that of bolted, a single web angle with top and seat connection, generally considered to be a Fully Restrained (FR) connection. Thus, a steel frame with the connection studied is not expected to show weakness in satisfying serviceability requirements. Furthermore, the beam develops full plastic moment and the ductility of the connection and its seismic energy dissipation characteristics are expected to be significantly improved. Copyright © 2007 Inderscience Enterprises Ltd.

Publication Date

1-1-2007

Publication Title

International Journal of Modelling, Identification and Control

Volume

2

Issue

3

Number of Pages

195-207

Document Type

Article

Personal Identifier

scopus

DOI Link

https://doi.org/10.1504/IJMIC.2007.014937

Socpus ID

34948902891 (Scopus)

Source API URL

https://api.elsevier.com/content/abstract/scopus_id/34948902891

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