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 dynamic response of structures built on the stone columns is affected by the movement of its own underlying substrate. On the other hand, the stressdeformation behavior of the underlying substrate is influenced by the movement of the structure. Generally, the foundation settlement after applying the seismic load than the static load case is different, but in soft soils (group IV2800 Code) the effects are significant and important, so that will make changes in the internal forces of the structural members than the case in which is neglected the soilstructure interaction effect. The aim of the study, current article is an investigation of the soilstructure interaction effect on a metal structure in the stone column group. As a result, the effects of soilstructure interaction in a manner of damping and increase the period in soft ground and relatively soft (III and IV) is significant but in hard ground (II) is negligible. key words: Soilstructure interaction, Groups of stone columns, Decrease of settlement, Dynamic analysis, non-linear response of 2800 Earthquake regulations.

Analytical Study of the Effects of Soil- Structure Interaction on the Stone Columns at Matte Foundations in soft fields based on Iran Regulations 2800