English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Plus monthly

Global: Zendy Tools annual

Global: Zendy Tools monthly

Global: Zendy Free Plan

The majority of experimental studies on damage-controlled structures have tested isolated dampers or simple subassemblages which neglect the influence of the framing components and the gusset-plate on the system performance. In the paper, cyclic loading tests of six frame subassemblages with the gusset-plate connection to investigate effects of the presence of the gusset-plate on structural behavior of the beam. The gusset-plate led to increase in initial elastic stiffness and yield strength of the beam. Meanwhile, damage to beam-column joint panel subjected to high shear stress was decreased by the gusset-plate. Finally, based on the cyclic loading tests of the beam with the gusset-plate connection, the simplified analysis model considering the gusset-plate working as a knee brace was proposed.

EXPERIMENTAL EVALUATION OF STRUCTURAL BEHAVIOR OF STEEL MEMBER AFFECTED BY THE PRESENCE OF GUSSET PLATE