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This document discusses the analysis and design of a 220m tall reinforced concrete chimney. It compares the loads calculated from wind analysis to those from seismic analysis to determine the governing loads for design. Wind analysis is performed using peak factor and gust factor methods for along-wind loads, and simplified and random response methods for across-wind loads. Seismic analysis is done using the response spectrum method per Indian codes. The maximum loads from wind and seismic analysis are then

Author

hutuguo

Language

EN