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

The purpose of this study is to establish the evaluation method of the structural performance of connection in moment resistance timber frame under combined stress of bending moment and shearing force.In order to make clear the problem,bending and shearing tests with several different shear span lengths were carried out.Moment capacity of the moment resistance timber frame connection was evaluated accurately by using the shear span length not from connection point of linear elements,but from center position of the shearing resistance at the connection to the inflection point.

nihon kenchiku gakkai kozokei ronbunshu/nihon kenchiku gakkai kōzō-kei ronbunshū

STUDY ON EVALUATION METHOD OF STRUCTURAL PERFORMANCE OF CONNECTION IN MOMENT RESISTANCE TIMBER FRAME UNDER COMBINED STRESS OF BENDING MOMENT AND SHEARING FORCE