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 Tools annual

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 monthly

Global: Zendy Plus monthly

Presents the access of premium content as premium feature

Premium Content

Global: Zendy Plus annual

Global: Zendy Free Plan

Shear panel tests on corrugated steel diaphragms were carried out to examine elasto-plastic deformation behavior due to end failure action and tension field action under cyclic loading. Based on the test results, two types of elasto-plastic hysteresis model were proposed for each action. The hysteresis of end failure action was modeled as a bi-linear curve based on initial stiffness and end failure strength. Furthermore, the hysteresis of tension field action was modeled as a curve based on initial stiffness, load decreasing stiffness, tension field strength, and slip strength. Each hysteresis model provided appropriate estimation of energy dissipation for the test results.

ELASTO-PLASTIC DEFORMATION BEHAVIOR OF CORRUGATED STEEL DIAPHRAGM UNDER CYCLIC SHEAR LOAD