Dssi for Pile Supported Asymmetrical Building: a Review

The past earthquake study conducted on the foundation system (soil and foundation) reveals that the interaction of soil and foundation plays a major role in the response of superstructure. In this regard a literature survey has been carried out on frame structures supported on pile foundation which is in contact with more soil mass as compared to the other type of foundation system. In this research paper concept of dynamic soil–structure interaction is introduced, and the research methods were discussed. Based on several documents, a systematic summary of the history and status of soil structure interaction that considers pile soil structure interaction has been proposed as a reference for researchers. This study focuses on the complexity and excessive simplification of the model for foundation system and structures, and should be carried forward for its significance. The review is carried out including analytical, experimental and numerical approaches considered in the past study. The perusal of literature reveals that very few studies investigated on asymmetrical buildings supported on pile foundations. In this paper, an attempt is made to implement the prominent investigations on soil structure interaction analysis of framed structures supported on pile foundations.