期刊名称：International Journal of Advances in Engineering and Management
电子版ISSN：2395-5252
出版年度：2022
卷号：4
期号：2
页码：1522-1533
DOI：10.35629/5252-040213041306
语种：English
出版社：IJAEM JOURNAL
摘要：With the rapid development of society and economy and the global explosion of population, the construction of the cluster of high buildings is on the rise gradually due to the lack of space in cities. Thus, numerous high-rise buildings are emerging in cities and even more complex structures were constructed in worldwide countries. The role of the seismic soil-pile-structure interaction (SSPSI) is usually considered beneficial to the structure system under seismic loading since it lengthens fundamental period and leads to higher damping of system in comparison with the fixed base assumption. When taking a survey from last three decade, the assumption is made to be fixed base but the lessons learned from recent earthquakes show that fixed base assumptions could be misleading and neglecting the influence of SSPSI could lead to unsafe design particularly for structures founded on soft soils. In this project, it has been reviewed the existing literature about Soil Structure Interaction (SSI) and study it's behaviour on structures by considering both linearity and nonlinearity parameters of soil. Along with that by the help of application of FEM software, the acceleration of structural system caused by adopting previously recorded earthquake motion to the soil profile has been analysed by performing time history analysis in ABAQUS- DS SIMULIA Suite 2020.
