1·The approach of equivalent slenderness ratio is recommended for calculation purpose.
计算方法宜采用换算长细比法。
2·Tests show that the strength of column decreases as its slenderness ratio increases.
试验表明，这种柱子的承载能力随长细比的增大而显著下降。
3·A calculation method for equivalent slenderness ratio by a graphical method is presented.
给出了应用图表法的换算长细比计算方法。
4·The problems encountered in theoretical limit analysis of columns with medium slenderness ratio are discussed.
文中论述了求解中长柱承载能力在理论上所遇到的若干困难。
5·The parameters used in the analyses include rise to span ratio, slenderness ratio, steel ratio and load conditions.
分析的参数有矢跨比、长细比、含钢率以及加载方式。
6·The bearing capacity and the ductility of a FRP-confined concrete column decrease with the increase of slenderness ratio.
随着长细比的增加，FRP约束混凝土柱的承载力和延性有降低的趋势。
7·The ground settlement can be manipulated by changing the pile slenderness ratio of blocked foundation with the pile below.
采用下设桩基的块式基础，可通过改变桩的长径比来控制地基沉降。
8·The experimental results show that the bearing capacity of the specimens decreases with the increase of the slenderness ratio.
结果表明，加固构件的承载力随着长细比的增大而降低。
9·Eccentrically loaded concrete filled steel tubular (CFST) laced columns were tested with slenderness ratio as main experimental parameter.
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。
10·Also analyzed are the influences of CFRP ratio, Angle steel ratio, slenderness ratio and eccentricity to the mechanical properties of the columns.
同时在此基础上分析了长细比、含角钢率、含碳纤维布率和偏心距等因素对复合加固偏压柱力学性能的影响。