Analysis and Design of Long Concrete Silo Having Different Height and Diameter under Earthquake Effect

Authors

  • Anurag Ravindra Warade  M-Tech (SE) Department of Civil Engineering, GHRAET, Nagpur, Maharashtra, India
  • Dr. Tushar G. Shende  Associate Professor Department of Civil Engineering, GHRAET, Nagpur, Maharashtra, India

Keywords:

Circular Concrete Silos, Analysis, Conventional Design and Finite Element, Shell Design of silo.

Abstract

Structures used for storing bulk solids are called bins, bunkers, silos, or tanks. There is no generally accepted definition for these terms, shallow structures containing coal, crushed stone, gravel, and similar materials are called bins or bunkers and tall structures containing materials such as grain, cement and wheat are usually called silos. Elevated silos generally consist of a conical roof, a cylindrical shell and a conical hopper and they could be elevated and supported by frames or reinforced concrete columns. Circular silos (both steel and reinforced concrete) are used to store material in various industries like cement plants (clinkers), power plants (raw coal), oil and gas industry (sulfur pellets) etc. Elevated steel and reinforced concrete circular silo for storage show performance in earthquake reinforced concrete silo stability increases by using shear wall but loss of steel silo in earthquake stability increases using steel panel on opposite side Displacement of structure decreases in case of shear wall panel and stiffness increases.

References

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Published

2019-03-16

Issue

Section

Research Articles

How to Cite

[1]
Anurag Ravindra Warade, Dr. Tushar G. Shende, " Analysis and Design of Long Concrete Silo Having Different Height and Diameter under Earthquake Effect, International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 5, Issue 6, pp.406-410, March-2019.