Analytical study on Reinforced Concrete Chimney with manhole effect

Authors

  • Sumit J Lalwani PG Student, Department of Civil Engineering H.J.D Institute of Technical Education And Research Kera bhuj
  • Bharat B Nathani M.E (structural engineer), Department of Civil Engineering H.J.D Institute of Technical Education And Research Kera bhuj

Keywords:

static wind load, Dynamic wind load, von mises stress, deflection, frequency, manhole

Abstract

when we design high-rise structure, winds are the major lateral forces that have to deal with
Chimney are tall and slender structure. Wind play important role in design of tall structure because it exerts
static and dynamic load whose effects on cylindrical structure. Because of variation in dimensions of
chimney along its height structural analyses such as wind oscillation have become more critical the purpose
of this study analysis along and across wind effect on R.C.C unlined chimneys height 50meters for zone VIth
wind zone of India. The bureaus of Indian standard design codes procedure have been used to analyze
chimney. Basic wind speed of VIth zone is (55 m/s) taken into consideration. Effect of inspection manhole on
the behavior of R.C.C chimneys are taken into consideration. These models are analyzed by finite element
software Staad Pro. And MS excel sheet.

Published

2016-05-25

How to Cite

Sumit J Lalwani, & Bharat B Nathani. (2016). Analytical study on Reinforced Concrete Chimney with manhole effect. International Journal of Advance Research in Engineering, Science & Technology, 3(5), 565–569. Retrieved from https://ijarest.org/index.php/ijarest/article/view/670