Open AccessNonlinear dynamic soil structure interaction in adjacent basement
Author(s) -
Yetty Saragi,
Masyhur Irsyam,
. Roesyanto,
Hendriyawan
Publication year - 2020
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/725/1/012031
Subject(s) - basement , bedrock , geology , stiffness , dynamic pressure , nonlinear system , geotechnical engineering , finite element method , acceleration , geomorphology , structural engineering , mechanics , engineering , physics , civil engineering , classical mechanics , quantum mechanics
This research was conducted to analyze the lateral dynamic pressure distribution on the basement walls and amplification of earthquake motion on the surface using the finite element method Midas GTS-NX. Dynamic soil-structure interaction analysis was carried out by using a sensitivity program to influence soil conditions, earthquake acceleration in bedrock, basement depth, bedrock depth and stiffness of the basement structure with a distance between basements of 15,0 m. From this study, the lateral pressure distribution of the dynamic soil reaches the maximum at the base of the basement with an increase in pressure that is almost linear in soft and nonlinear soil conditions in medium and hard soil conditions. The greatest increase in gradient occurs at a depth of four per five basement walls measured from the surface to the bottom of the basement. The analysis shows that the dynamic lateral pressure distribution has a maximum value at the top end of the basement and tends to shrink to the bottom of the basement.