Comparative Analysis of Heighted Structure Using Analysis Tools STAAD, Sap2000, ETABS Considering Lateral Loads A Review

Authors

  • Brijesh Patel P.G. Scholar, Department of Civil Engineering, RSR Rungta College of Engineering and Technology, Bhila, Chhattisgarh, India Author
  • Pradeep Ku. Nirmal Assistant Professor, Department of Civil Engineering, RSR Rungta College of Engineering and Technology, Bhila, Chhattisgarh, India Author
  • Lokesh Singh Professor, Department of Civil Engineering, RSR Rungta College of Engineering and Technology, Bhila, Chhattisgarh, India Author

Keywords:

SAP 2000, Staad.Pro, ETAB, Seismic Analysis, Structure Analysis, Cost Analysis

Abstract

During an earthquake, failure of structure starts at points of weakness. This weakness arises due to discontinuity in mass, stiffness and geometry of structure. The structures having this discontinuity are termed as Irregular structures. Irregular structures contribute a large portion of urban infrastructure. Vertical irregularities are one of the major reasons of failures of structures during earthquakes. For example structures with soft storey were the most notable structures which collapsed. So, the effect of vertically irregularities in the seismic performance of structures becomes really important. Height-wise changes in stiffness and mass render the dynamic characteristics of these buildings different from the regular building. IS 1893 definition of Vertically Irregular structures.              

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References

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Published

20-01-2022

Issue

Section

Research Articles

How to Cite

Patel, B., Nirmal, P. K., & Singh, L. (2022). Comparative Analysis of Heighted Structure Using Analysis Tools STAAD, Sap2000, ETABS Considering Lateral Loads A Review . International Journal of Scientific Research in Civil Engineering, 6(1), 19-25. https://ijsrce.com/index.php/home/article/view/IJSRCE22613

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