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

When a building has highand low-rise part or eccentrically-located core unit, it may need to use pile foundation supported by different length or diameter piles because of eccentricity for planar loading. However, there were only few studies about pile foundations having a mix of piles with different diameters, especially, in dynamic situations. Therefore, the elucidation of the impact on pile response due to irregularities in pile group foundations having a mix of piles with different diameters and that of the impact of the superstructure response will be effective as design findings in the future. In this study, the influences upon the dynamic behavior of building and pile by irregular pile position for the medium-rise building with pile foundation supported by different diameter piles are investigated using three demensional finite element method (3D FEM). As a result, the irregularity of the pile group has relatively less impact on the response of the building. However, it is found that the irregularity makes significant impact on response of piles.

A STUDY ON DYNAMIC BEHAVIOR OF MEDIUM-RISE BUILDING WITH PILE FOUNDATION SUPPORTED BY DIFFERENT DIAMETER PILES