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A platform for research: civil engineering, architecture and urbanism
Tabulated values are given for bending moments and axial forces due to wind pressure on laterally unstiffened chimney shells; distribution of wind pressure is assumed according to A.Roshko.
Tabulated values are given for bending moments and axial forces due to wind pressure on laterally unstiffened chimney shells; distribution of wind pressure is assumed according to A.Roshko.
Effects of wind on large-diameter chimneys and shafts
Concrete
Concrete ; 1
1967
2 pages
Article (Journal)
English
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