This paper provides an insight and the role of the dynamics soil structure interaction analysis depending upon the past studies. As a result of population boom and scarcity of land, buildings are constructed very close to each other. This is the major issue especially in the case of developing country where housing colonies are developing in the big cities as well as in the countryside, making the study of soil-structure interaction as an essential part of structural design process. The effect of soil, on which the structures stands, especially in the highly seismic zones, the dynamic behaviour of soil as well structure should be well known by the designer. The effects of structures standing in a close vicinity to each other is the main issue of soil-structure interactions as well as structure-soil-structure interactions. In this paper, various methods of soil-structure interactions carried out by various researchers in various region are reviewed.
This paper provides an innermost and the dynamics role of the RCC Cantilever Retaining Wall in soil strata of different region especially on hilly and mountainous area of Himalayan range, analysis depending upon the previous research paper done by using different software. As we live on 21st century a result of population boom and new technology of different engineering properties developed day to day life. This is the major issue especially in the case of developing country where lot of earthwork is being carryout. Highway Bridges, flyover, Tunnel, Dams, Reservoirs and Cannels are constructed and developing rapidly in the big cities as well as in the countryside, making the study of RCC Cantilever Retaining Wall as an essential part of structural design process to Control flood, landslide of backfilling and natural Phenomena and for the economic purpose. The effect, on which the structures stands, especially in the highly seismic zones, the dynamic behavior of soil as well as retaining structure, should be well known by the designer. The effects of structures standing in a steep slope to each other are the main issue of cantilever retaining structure, as well as by-soil-structure interactions. In this paper, various methods of RCC Cantilever Retaining structure are carried out by various researchers in different software.
This paper provides an insight information about performance of retaining wall considering seismic condition by referring the past studies. As a result of inappropriate analysis and design leads to poor construction of retaining wall due to which losses occurs economically as well as in physical aspect, to avoid this situation especially in highly seismic zone, types and behavior of soil condition should be well known by the designer before the design of structure. So far many approaches has been carried out by the different researchers are reviewed in this paper.
Steel plate shear walls are rapidly becoming an appealing alternative in high seismic areas. The current research reviews the existing work on design and development of steel plate shear wall. The existing studies encompasses research on optimization of different design parameters of SPSW, materials of SPSW and various design configurations. The stability of these structures as lateral load resisting member is assessed using experimental and numerical techniques and presented in this review.
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