格构锚固结构是边坡治理中的一种有效的抗滑结构。
Lattice frame anchor reinforcement is a new structure to prevent slope sliding.
进行了钢管混凝土格构柱偏心受压试验，试验参数为长细比。
Eccentrically loaded concrete filled steel tubular (CFST) laced columns were tested with slenderness ratio as main experimental parameter.
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。
This paper theoretically analyzes the critical force in metal hoisting boom structure of lattice type and variable section.
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