slenderness ratio

基本解釋

The approach of equivalent slenderness ratio is recommended for calculation purpose.
計(jì)算方法宜采用換算長(zhǎng)細(xì)比法。
Eccentrically loaded concrete filled steel tubular(CFST) laced columns were tested with slenderness ratio as main experimental parameter.
進(jìn)行了鋼管混凝土格構(gòu)柱偏心受壓試驗(yàn)，試驗(yàn)參數(shù)為長(zhǎng)細(xì)比。
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.
應(yīng)用該方法，以長(zhǎng)細(xì)比、偏心率和初應(yīng)力度為主要參數(shù)對(duì)有初應(yīng)力的鋼管混凝土偏壓構(gòu)件進(jìn)行了受力性能分析。

長(zhǎng)細(xì)比
For the rotation constrained cases (constrained at one end or both ends), was obtained by the amendment of slenderness ratio as k λ .
一端有約束和兩端有約束情況，通過(guò)修正長(zhǎng)細(xì)比kλ得到φ。
長(zhǎng)徑比
細(xì)長(zhǎng)比