compressed member

A new method of rational selection of the cross section for ■ type of steel structure with axial compressed member

工字形钢结构轴心受压构件合理截面的选择

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Solution of Length Factors for Axially Compressed Member with Middle Support

有中间支承的轴心压杆长度系数的求解

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The circle section is rather reasonable for axial compressed member.

在轴向受压构件中,用圆形截面也是合理的.

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Because of their longer diameter and greater lateral bearing capacity, bored piles must be calculated as an eccentric compressed member carrying both of vertical and horizontal load.

钻孔灌注钢筋混疑土桩，桩径一般较大，水平承载能力很大，因此应按在垂直荷载和水平荷载共同作用下的偏心受压构件计算。

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In this paper, the cross section's bearing ability of eccentric compressed cylinder member made of lightweight aggregate concrete is researched.

本文研究轻骨料混凝土圆形截面偏心受压构件的正截面承载能力。

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On the basis of analysis of strength and stability failure rules of slender eccentrically compressed reinforced concrete member, the non-elastic strength failure character and the design criterion of slender eccentrically compressed reinforced concrete member with or without considering the second-order effect were clarified.

在研究了细长偏心受压钢筋混凝土杆件强度失效及稳定失效规律的基础上，明确了钢筋混凝土偏心压杆在考虑二阶效应和不考虑二阶效应时的非线性强度失效特征及设计准则；

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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。

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Ultimate load analysis of strength and stability failure for slender eccentrically compressed RC member

细长偏心受压钢筋混凝土杆件的强度失效及稳定失效极限承载力分析

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The Basic Theoretical Study of H-section Axial Compressed Steel Member in Confined Buckling

H型截面轴心受压钢构件限制失稳的基本理论研究

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Having shorter diameter and lower lateral bearing capacity, driven piles are usually used to carry vertical load and can be calculated as axial compressed member.

打入桩，桩径较小，水平承载能力很低，人们一般只用它承担垂直荷载，这样可近似按轴向受压构件计算。

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A design method of eccentrically compressed round-section member with equivalent stress figure

圆形截面偏心受压构件的等效应力图形设计方法

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The mechanical ability of circle section is not better than rectangle section in an eccentric compressed member.

在偏心受压构件中，圆形截面的力学性能远不如矩形截面好。

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A Calculating Method of Ultimate Strength for the Circular Hollow-Core and Eccentrically Compressed Member

空心圆端形截面偏心受压构件极限强度计算

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Direct calculation method for axially compressed steel member

钢轴心受压构件截面的直接计算法

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Computer calculus for two-way eccentrically compressed member

钢筋混凝土双向偏心受压构件的电算方法

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The two_way reinforced calculation methods of eccentrically compressed member usually are the formulae of Ni_KE_QIN ( the relational method of bearing power) and the graphics.

双向偏心受压构件配筋计算常采用倪克勤公式（承载力相关法）和图解法进行计算。

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