Effect of supporting soil on the response of structure has been analyzed in the present study. A low rise (G+ 5 storey) and a high rise (G+12 storey) building has been taken for the analysis. For both type of buildings, the response of building with and without consideration of soil structure interaction effect has been compared.Without interaction case is the case in which ends of the structure are assumed to be fixed while in interaction case, structure is assumed to be resting on soil strata (ends are not fix). Type of supporting soil has been also changed based on modulus of elasticity of soil (soft, medium and hard soil). STAAD Pro. 2006 software has been used for analysis. It has been observed that response of G+12 storey building is ...
Soil-structure interaction (SSI) analysis evaluates the collective response anddynamic interplay of ...
Soil-structure interaction (SSI) phenomena are typically studied in the frequency-domain using the s...
This is the final version. Available on open access from MDPI via the DOI in this recordData Availab...
Effect of supporting soil on the response of structure has been analyzed in the present study. A low...
As high rises are built or designed for in areas of high seismic activities, it is critical to exami...
The current study carries out a comprehensive critical review on available and well-known research s...
The present study is aimed at determining the effect of variability in soil type and structure heigh...
Over the years, it has been extensively established that the practice of assuming a structure being ...
In this study, in order to evaluate adequacy of considering local site effect, excluding soil-struct...
In this study, in order to evaluate adequacy of considering local site effect, excluding soil-struct...
Dynamic response of structures sitting on soft soils is influenced by the soil properties, and the r...
In a typical building design, the interaction between building and surrounding soils is often igno...
The seismic response of buildings is known to be strongly influenced by the soil systems on which th...
The most common Superstructure modelling procedure is the fixed base approach which assumes infinite...
However though the structures are supported on soil, most of the designers do not consider the soil ...
Soil-structure interaction (SSI) analysis evaluates the collective response anddynamic interplay of ...
Soil-structure interaction (SSI) phenomena are typically studied in the frequency-domain using the s...
This is the final version. Available on open access from MDPI via the DOI in this recordData Availab...
Effect of supporting soil on the response of structure has been analyzed in the present study. A low...
As high rises are built or designed for in areas of high seismic activities, it is critical to exami...
The current study carries out a comprehensive critical review on available and well-known research s...
The present study is aimed at determining the effect of variability in soil type and structure heigh...
Over the years, it has been extensively established that the practice of assuming a structure being ...
In this study, in order to evaluate adequacy of considering local site effect, excluding soil-struct...
In this study, in order to evaluate adequacy of considering local site effect, excluding soil-struct...
Dynamic response of structures sitting on soft soils is influenced by the soil properties, and the r...
In a typical building design, the interaction between building and surrounding soils is often igno...
The seismic response of buildings is known to be strongly influenced by the soil systems on which th...
The most common Superstructure modelling procedure is the fixed base approach which assumes infinite...
However though the structures are supported on soil, most of the designers do not consider the soil ...
Soil-structure interaction (SSI) analysis evaluates the collective response anddynamic interplay of ...
Soil-structure interaction (SSI) phenomena are typically studied in the frequency-domain using the s...
This is the final version. Available on open access from MDPI via the DOI in this recordData Availab...