The approach of equivalent slenderness ratio is recommended for calculation purpose.
计算方法宜采用换算长细比法。
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。
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。
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。
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。
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。
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。
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。
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。
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。
Test results show that not only the slenderness ratio and eccentricity ratio affect the load-carrying capacity of columns, but also the end moments as well.
试验结果表明，除了长细比和偏心率对试件承载能力有显著的影响外，端弯矩比对承载能力也有显著的影响。
This paper presents the test results of 26 concentrically loaded long concrete-filled steel tubular columns with slenderness ratio ( L/D ) varying from 3 to 50.
本文报导了26根长细比（L/D）从3到50的钢管混凝土长柱轴心受压的试验结果。
Test results indicate that the ultimate load carrying capability of the CFST laced columns compressed eccentrically reduces with the increase of slenderness ratio.
研究结果表明，随长细比的增加，钢管混凝土格构柱的极限承载力逐渐降低。
The horizontal pressure vessels which have large slenderness ratio are supported on multi-saddles to reduce the numerical value of the moment and support pressure.
为降低弯矩和鞍座反力，长径比大的卧式容器大多采用三鞍座或多鞍座支撑。
According to the experimental data, obtained CFRP reinforced concrete columns cloth binding stability factor and slenderness ratio curves for engineering designers.
根据实验数据，得出了CFRP布约束凝土配筋圆柱稳定系数与长细比关系曲线，可供工程设计人员参考。
When relative length or the slenderness ratio is the same, cavitation number becomes big as the conic angle or the diameter of the cone becomes big, as shown in Fig.
在相同的空泡相对长度或长细比下，随着锥顶角或直径的增大，对应的空化数也增大；
Influences of layer of the longitudinal CFRP and slenderness ratio on static performance of the concrete filled circular CFRP-steel tubular flexural members were analyzed.
分析了纵向CF RP层数和长径比对圆cfrp -钢管混凝土受弯构件力学性能的影响。
Meanwhile the effects of slenderness ratio and load eccentricity on the ultimate load-capacity of slender composite columns are numerically analyzed and discussed in detail.
同时就柱子长细比、荷载偏心距对长柱极限承载力的影响进行了较详细的数值分析和讨论。
The following parameters, dent-depth, initial crook, slenderness ratio and diameter-thickness ratio, are considered and their influence on ultimate bearing capacity is analyzed.
分析了凹陷深度、初弯曲、长细比和截面径厚比等参数对杆件极限承载力的影响，讨论了上述参数对荷载-轴向缩短关系的单独影响和综合影响。
This finite element method is employed to analyze the behavior of eccentrically loaded CFST columns, taking initial stress degree, slenderness ratio, and eccentric ratio as the parameters.
应用该方法，以长细比、偏心率和初应力度为主要参数对有初应力的钢管混凝土偏压构件进行了受力性能分析。
The flexural buckling and flexural-torsional buckling modes of a monosymmetric section column are presented and the equivalent slenderness ratio for flexural-torsional buckling is derived.
阐述单轴对称截面轴心受压构件弯曲屈曲和弯扭屈曲两种失稳形式，以及绕截面对称轴弯扭屈曲换算长细比的计算方法和应用实例。
The result shows that compared with slenderness ratio of bearing and the eccentricity of rotor, the journal clearance is the main factor influencing the trajectory and domain characteristics.
数值结果表明，同轴承长径比及转子质量偏心相比，轴颈间隙是影响系统轴心轨迹和频域特性的主要因素。
The displacement ductility of the CFSSTC specimens were analyzed, the effects of the steel ratio, the slenderness ratio, and the axial compression ratio on the ductility of the CFSSTCs were studied.
同时研究了含钢率、长细比和轴压比对方钢管混凝土柱延性的影响。
Because of the smaller ratio of slenderness, the theory of Timoshenko beam is more suitable than Bernoulli-Euler beam's for analysis of the dynamic behavior of stepped shaft.
由于这类轴具有较小的长径比，因此，在分析它的振动时，采用铁木辛柯梁理论比欧拉梁理论更为合适。
Because of the smaller ratio of slenderness, the theory of Timoshenko beam is more suitable than Bernoulli-Euler beam's for analysis of the dynamic behavior of stepped shaft.
由于这类轴具有较小的长径比，因此，在分析它的振动时，采用铁木辛柯梁理论比欧拉梁理论更为合适。
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