Critical force expressions for tower stability are derived using reduced coefficient method and iteration.
对塔身的稳定,用折减系数法及迭代法导出了临界力表达式。
This paper theoretically analyzes the critical force in metal hoisting boom structure of lattice type and variable section.
本文对格构式变截面吊臂金属结构的临界力计算作了理论分析。
Critical force and deformation of elastic restraint rod not only depend on the rod cross section, but also on the restraint condition.
弹性约束杆之临界力和变形不仅与杆截面特性相关,还取决于约束条件。
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