Analysis of A 3-Dimensional Structure with F.E.M. and P-Delta Method Considering Lateral Forces Using Etabs

Authors

  • Aditya Pratap Singh Bais P.G. Scholar, Department of Civil Engineering, S.I.R.T.S. Bhopal, Madhya Pradesh, India Author
  • Rakesh Patel Associate Professor, Department of Civil Engineering, S.I.R.T.S. Bhopal, Madhya Pradesh, India Author
  • Deepak Bandewar Assistant Professor, Department of Civil Engineering, S.I.R.T.S. Bhopal, Madhya Pradesh, India Author

DOI:

https://doi.org/10.32628/IJSRCE

Keywords:

Analysis, Forces, Displacement, Mathematical Equations, Software

Abstract

Limited component strategy is a notable and profoundly successful procedure for the calculation of rough arrangements of complex limit esteem issues. Limited component strategies are at present broadly utilized in designing examination, and we can anticipate that this use should increment altogether in the years to come. The methodology are utilized broadly in the investigation of solids and structures and of warmth move and liquids, and surely, limited component strategies are valuable in for all intents and purposes each field of designing examination.
The best numerical model for the examination is clearly that one which yields the necessary reaction to an adequate precision and at any rate cost. Dependability of a numerical model The picked numerical model is solid if the necessary reaction is known to be anticipated inside a chose level of exactness estimated on the reaction of the thorough numerical model. 
In this examination we are proposing investigation of a 3-d edge structure considering two diverse cross breed numerical models for example F.E.M and P-delta examination to recognize both utilizing investigation device.
              

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References

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Published

20-06-2021

Issue

Section

Research Articles

How to Cite

Aditya Pratap Singh Bais, Rakesh Patel, & Deepak Bandewar. (2021). Analysis of A 3-Dimensional Structure with F.E.M. and P-Delta Method Considering Lateral Forces Using Etabs . International Journal of Scientific Research in Civil Engineering, 5(3), 138-143. https://doi.org/10.32628/IJSRCE

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