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Earthquake forces in reinforced concrete chimneys
Results of linear response of eight actual chimneys to accelerograms of three actual earthquakes; these results are correlated with values obtained using certain simplified rules that can be adapted to design office procedures; curves are given which can be used in designing earthquake resistant chimneys; ratio of maximum base shear to total weight is plotted against first-mode period; other curves would give values of bending moments in chimney by distributing base shear according to any one of three arbitrary rules described in paper.
Earthquake forces in reinforced concrete chimneys
Results of linear response of eight actual chimneys to accelerograms of three actual earthquakes; these results are correlated with values obtained using certain simplified rules that can be adapted to design office procedures; curves are given which can be used in designing earthquake resistant chimneys; ratio of maximum base shear to total weight is plotted against first-mode period; other curves would give values of bending moments in chimney by distributing base shear according to any one of three arbitrary rules described in paper.
Earthquake forces in reinforced concrete chimneys
ASCE -- Proc (J Structural Div)
Rumman, W.S. (author)
1967
16 pages
Article (Journal)
English
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