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摘要
On the basis of analyzing all the forces on the self-supported uniform high column, the superposition method in mechanics of materials and a MATLAB program were used to calculate the additional moments on arbitrary section for the high column under both weight and distributed wind pressure. A formulation of additional maximum moment is deduced. The results show that the effect of weight to wind moments of the heavy weight high columns cannot be ignored. [DOI: 10.1115/1.4006555]
- 出版日期2012-12
- 单位沈阳化工大学
