Dynamic Analysis of Irregular Steel Building with or Without Diagrid Structure

Authors

  • Devender Kumar Suthar Department of Civil Engineering, JECRC University, Jaipur, Rajasthan, India Author
  • Sabhilesh Singh Department of Civil Engineering, JECRC University, Jaipur, Rajasthan, India Author

DOI:

https://doi.org/10.55524/ijirem.2023.10.5.3

Keywords:

Steel Building, Irregular steel structures Diagrid Structure, Dynamic analysis

Abstract

In this paper, our work presents the  comparison of irregular steel structures with or without  diagrids according to earthquake conditions proposed in  IS 1893:2016. An irregular 2B + G+18 story steel  building with plan size (15 m x15 m), located in zone IV  having medium soil conditions is considered for analysis.  The modelling and analysis are carried out using ETABS  2019 software. All structural members are designed as  per IS456:2000. Analysis and study of both steel  buildings, taking into account the dynamic analysis along  the wind and the lateral effects of the wind and all load  combinations confirming the I.S code. Building models  are analyzed by ETABS 2019 software to study the effect  of maximum storey displacement, maximum storey drift,  base reactions, storey stiffness and storey forces etc. 

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References

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Published

2023-10-30

Issue

Vol. 10 No. 5 (2023): International Journal of Innovative Research in Engineering and Management (October) 2023

Section

Articles

How to Cite

Dynamic Analysis of Irregular Steel Building with or Without Diagrid Structure . (2023). International Journal of Innovative Research in Engineering & Management, 10(5), 12–18. https://doi.org/10.55524/ijirem.2023.10.5.3
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