Abstract
The impact of soil-structure interaction on the execution of a moment resistant structure frame
sitting on an isolated type footing is investigated in this work. Because soil-structure interaction
has a significant impact on a structure's seismic response. Our primary goal is to research the
seismic demand of structures in zone IV. Seismic analysis takes into account the fundamental
normal construction for the superstructure (G+3). Medium type soil is utilised to investigate the
influence of soil-structure interaction. The E.TAB programme does the analysis. The results
demonstrate the difference in displacement values with and without the soil model. The
displacements are fewer in the absence of dirt. Because of the increased seismic reaction, the
model requires additional seismic demand in conjunction with soil condition.
Links
BibTeX (Download)
@article{GSV-JAN0115-IJEMT, title = {SOIL-STRUCTURE INTERACTION ANALYSIS OF MULTISTOREY BUILDINGS}, author = {Ashutosh Gupta}, url = {https://ijemt.com/wp-content/uploads/2023/01/GSV-JAN0115-IJEMT.pdf, Download pdf }, issn = {2583 - 4517}, year = {2023}, date = {2023-01-11}, journal = {International Journal of Engineering, Management \& Technology (IJEMT)}, volume = {2}, issue = {I}, pages = {1-12}, abstract = {The impact of soil-structure interaction on the execution of a moment resistant structure frame sitting on an isolated type footing is investigated in this work. Because soil-structure interaction has a significant impact on a structure's seismic response. Our primary goal is to research the seismic demand of structures in zone IV. Seismic analysis takes into account the fundamental normal construction for the superstructure (G+3). Medium type soil is utilised to investigate the influence of soil-structure interaction. The E.TAB programme does the analysis. The results demonstrate the difference in displacement values with and without the soil model. The displacements are fewer in the absence of dirt. Because of the increased seismic reaction, the model requires additional seismic demand in conjunction with soil condition.}, keywords = {Volume 2 Issue 01 January 2023}, pubstate = {published}, tppubtype = {article} }