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

Realistic three-dimensional (3-D) shake table tests using E-Defense were conducted for full-scale 5-story steel building specimens with/without dampers. As the first step of co-relative analysis, a detailed 3-D analysis model consisting of practical line and spring elements is formulated by closely reflecting the actual properties of the frame portion without dampers. Analytical results agree well with the experimental results, and are utilized to understand and/or clarify both global and local behavior of the frame. The model is also used for hypothetical analysis of the frame under a larger table motion not applied in the test due to the safety reason.

ANALYTICAL STUDY ON 3-D SHAKE TABLE TEST RESULTS FOR FULL-SCALE 5-STORY STEEL BUILDING WITHOUT DAMPERS