This paper is published in Volume-4, Issue-3, 2018
Area
Civil Engineering
Author
Nagendra Singh
Co-authors
Satish Parihar
Org/Univ
Rama University, Kanpur, Uttar Pradesh, India
Pub. Date
16 May, 2018
Paper ID
V4I3-1431
Publisher
Keywords
Steel chimney, Design code, Frame behaviour.

Citationsacebook

IEEE
Nagendra Singh, Satish Parihar. Self-supported steel chimney analysis as per Indian standard, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.

APA
Nagendra Singh, Satish Parihar (2018). Self-supported steel chimney analysis as per Indian standard. International Journal of Advance Research, Ideas and Innovations in Technology, 4(3) www.IJARIIT.com.

MLA
Nagendra Singh, Satish Parihar. "Self-supported steel chimney analysis as per Indian standard." International Journal of Advance Research, Ideas and Innovations in Technology 4.3 (2018). www.IJARIIT.com.

Abstract

Most of the industrial steel chimneys are round cross-sections with column structures. Because of its frame behavior under lateral dynamic loading Geometry of a self-supporting steel chimney shows an important role. It is primarily responsible for the stiffness parameters of the chimney this is because of geometry. However, basic dimensions of industrial self-supporting steel chimney are generally derived from the associated environmental conditions, such as height, diameter at the exit, etc. Design code (IS-6533: 1989 Part 2) imposes several criteria on the geometry (top-to-base diameter ratio and height-to base diameter ratio) of steel chimneys to ensure the desired failure mode. To justify the code criteria with regard to basic dimensions of industrial steel chimney is the objective of the present study.
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