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Optimal Design of Steel Chimney

Author(s):

Pradip Ramchandra Choudhari , AVCOE, Sangamner, India; Dr. M. R. Wakchaure, AVCOE SANGAMNER; Mrs. S. M. Kale, CES RHS COE, NASHIK

Keywords:

Chimney, Seismic, Optimization, Programming, Self-Supporting, Software

Abstract

In this paper the structural behavior of the steel chimney in seismic zone III has been investigated as per IS codes. Steel chimneys are economical for height upto 45m. There are many standards available for designing self-supporting industrial steel chimneys: Indian Standard IS 6533: 1989 (Part-1 and Part-2), Standards of International Committee on Industrial Chimneys CICIND 1999 (rev 1), etc. Geometry of a self-supporting steel chimney plays an important role in its structural behaviour under lateral dynamic loading. There is a need to develop a cost effective construction technique either by up gradation of conventional technique or by applying new technique. Therefore we optimize the cost of chimney by using software The MATLAB programming which is use for the optimization purposes. Follows the simulation methodology at the particular software package and finally are presented the results of the analysis. The results will be obtained from the above cases are compared. Finally, the Optimization Cost obtained for 4 segments, 8segments are then compared with Conventional Cost for deciding the Construction cost.

Other Details

Paper ID: IJSRDV6I80129
Published in: Volume : 6, Issue : 8
Publication Date: 01/11/2018
Page(s): 156-159

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