A practical method is put forward for calculating the ultimate load of the eccentrically compressed RC members heated.
本文的最后部分提出了一种高温下钢筋混凝土压弯构件极限承载力的实用计算模型。
As arch dam is an eccentrically compressed structure, the safety of the dam is primarily determined by the compressive strength of concrete.
作者认为，拱坝是偏心受压结构，坝体安全主要取决于混凝土的抗压强度。
For this reason, the author presents a simple and convenient computational method for eccentrically compressed piles and examples of construction application.
为此，给出偏心受压桩的一种简便计算方法和工程应用实例。
The simulated ultimate load formula and double-control design method of slender eccentrically compressed reinforced concrete member were proposed by nonlinear fi...
并通过非线性有限元模拟分析，给出了细长钢筋混凝土压杆的极限承载力表达式以及由此确定的双控设计法。
The calculating program can serve as the means of analyzing and calculating strengthened reinforced concrete eccentrically compressed members after exposure to fire.
计算程序可作为火灾后增大截面法加固的混凝土压弯结构的分析或计算的手段。
The simulated ultimate load formula and double-control design method of slender eccentrically compressed reinforced concrete member were proposed by nonlinear finite element simulation...
并通过非线性有限元模拟分析，给出了细长钢筋混凝土压杆的极限承载力表达式以及由此确定的双控设计法。
This paper presented a method of strength calculation and strength check of annular and circular section in flexure and eccentrically compressed component for reinforced concrete structure.
论述钢筋混凝土结构环形截面及圆形截面受弯构件、偏心受压构件强度计算和强度复核的计算方法。
The simulated ultimate load formula and double-control design method of slender eccentrically compressed reinforced concrete member were proposed by nonlinear finite element simulation analysis.
并通过非线性有限元模拟分析，给出了细长钢筋混凝土压杆的极限承载力表达式以及由此确定的双控设计法。
The in-plain ultimate load carrying capacity of concrete filled steel tubular(CFST) laced columns compressed eccentrically is calculated based on design guidelines for CFST structure.
应用钢管混凝土结构设计规程，对钢管混凝土格构柱偏心受压试件进行面内整体承载力计算。
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。
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。
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