Dimensioning of reinforced concrete multi – flue chimneys
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Published:
Dec 11, 2008
Issue Vol. 3 No. 2 (2008)
Articles
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Evaluation of the land property value for public roads investment with respect to recompense calculation
005-014
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Earned value method as a tool for project control
015-032
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Measurements of 2-D flow parameters around rectangular prisms arranged at the ground
033-051
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Comparison of determination methods of vibration’s damping coefficients for complex structures
053-061
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Solution to excessive vibration of floors in a steel structured industrial building
063-070
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Dimensioning of reinforced concrete multi – flue chimneys
071-080
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The determination of normal stresses in cross-sections of the three-flue reinforced concrete chimney
081-095
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Evolution of the landscape, historical planning and elements of Odessa
119-130
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Historical palaces and gardens in Ukraine and problems of their revalorization
131-142
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The determination of normal stresses in cross-section of the four-flue reinforced concrete chimney
097-118
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Abstract
In the paper there are presented the basic principles of dimensioning of reinforced concrete multi-flue industrial chimneys. The calculation problems appear when the cross section is more complicated than simple annular one, for which there are rules in the code. Different concepts of multi-flue chimneys, especially three-flue and four-flue chimneys, are described and the examples of industrial chimneys built in Poland are given as well.
Keywords:
reinforced concrete structures, industrial multi-flue chimneys
Article Details
Słowik, M. ., Dobrowolska, M. . and Borzęcki, K. . (2008) “Dimensioning of reinforced concrete multi – flue chimneys”, Budownictwo i Architektura, 3(2), pp. 071–080. doi: 10.35784/bud-arch.2324.
