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- W2183870664 abstract "Chimneys are normally designed for critical loads produced by earthquake or wind. It is necessary to analyse the dynamic response of chimney due to influence of earthquake and wind loads. Chimney being tall and flexible structure, it is expected that wind loads will be more critical than earthquake loads. In this paper, two RC chimneys are analysed for earthquake and wind loads. Earthquake analysis is done as per IS 1893 (Part 4): 2005 2 and wind analysis is performed as per IS 4998 (Part 1): 1992 1 . This paper presents the comparison of wind loads with that of earthquake loads to decide the most critical loads for the design of the chimney shell. The design wind load is obtained by combination of along and across-wind response of the chimney. The combination is performed as per the procedure given in ACI 307-98 code 3 . It is seen that, the earthquake forces acting on the chimney in zone V are closely matching with wind loads in a zone whose basic wind speed is 44 m/s." @default.
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- W2183870664 date "2011-01-01" @default.
- W2183870664 modified "2023-09-27" @default.
- W2183870664 title "Wind and Earthquake Analysis of Tall RC Chimneys" @default.
- W2183870664 hasPublicationYear "2011" @default.
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