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 Tools annual

Global: Zendy Free Plan

Global: Zendy Tools monthly

Global: Zendy Plus monthly

A novel seismic resilient outrigger was developed in this study, which is composed of high-strength steel chords with reduced beam sections (RBSs) and buckling restrained braces (BRBs). This energy-dissipating outrigger had a good deformation capacity and stable load-bearing capacity. Its chords remained elastic under the maximum considered earthquakes. Compared with conventional outriggers, it had a better energy dissipation capacity and seismic resilience. Experiments and finite element analyses were used to study the overall seismic performance of the resilient outrigger and deformation performance of the RBSs under the axial-flexural-shear coupling action, and the design method for the RBSs under this axial-flexural-shear coupling action was established. The seismic design method and details of the resilient outrigger are presented.

Seismic Performance and Design Method of Novel Resilient Outriggers