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Hysteretic behavior of bolted-angle connections

โœ Scribed by J Shen; A Astaneh-Asl

Publisher
Elsevier Science
Year
1999
Tongue
English
Weight
397 KB
Volume
51
Category
Article
ISSN
0143-974X

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โœฆ Synopsis

This paper presents an experimental investigation on the hysteretic behavior of bolted-angle beam-to-column connections. The investigation focused on: (1) the inelastic behavior under large cyclic deformation, (2) the failure modes under cyclic loading, and (3) the energy-dissipation capacity of the bolted-angle connections. Two deformation patterns, distinguished by the relative strength of angles and bolts, had a significant influence on the hysteretic behavior of the connections. Based on the experimental results, hysteresis rules were established to lay a foundation for the development of a behavioral hysteresis model of bolted-angle connections.

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