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

Ground vibrations due to surface loads and incident waves are considered. The reduction of the vibration is achieved by using a wave impeding barrier. The considered structure is the foundation of a building. For incident waves from below the current investigation shows that a wave impeding barrier is not a proper reduction measure. Ground vibrations due to the surface load can be strongly reduced by the wave barrier. The effectiveness of the wave barrier can be improved by increasing its length and stiffness.

Reduction of footing response to man-made excitations by using a Wave Impeding Barrier