受压构件是结构的主要受力杆件。
本文旨在研究铝合金轴心受压构件的稳定性能。
The thesis aims at studying stability of aluminum alloy axial compression members.
对小偏心受压构件正截面强度计算提出了设计建议。
Suggestions are presented for calculating normal section strength of small eccentric compressive members.
轴心受压构件试验可采用双刀口支座代替球铰支座；
Axial compression test can use double knife-edge bearing to instead spherical hinge bearing;
主要适用于钢筋混凝土受弯和大偏心受压构件的加固。
It is mainly used in the strengthening of reinforced concrete flexural members and compression member with large eccentricity.
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。
The mechanical ability of circle section is not better than rectangle section in an eccentric compressed member.
一般钢结构的轴心受压构件，其截面设计都采用试凑法或逐次逼近法。
The common way of designing the section of steel-structure axle-center pressed structural member is trying means or gradual approaching means.
运用静态随机过程模拟，建立了实用的轴心受压构件荷载模型和抗力模型。
Stationary binomial process is applied to establish practical load model and resistance model for axial compressed member.
目前，在国内没有查到关于碳纤维加固混凝土双向偏心受压构件的研究内容。
At present, there are no available on the carbon fiber reinforced concrete two-way eccentric research component.
工程结构中受压构件的临界屈曲载荷的计算，是按理想端部约束条件求得的。
The calculation of critical buckling load of struts is according to the condition of the end restraint.
通过对轴心受压构件的分析，给出风险损失与结构可靠指标之间的定量关系。
Analyzing an axially loaded column derives the relation between risk cost and structure reliability index.
在混凝土受压构件损伤演化过程中，各组分之间表现出强烈的非线性相互作用。
When the damage of concrete compression members is done, the components of the concrete nonlinearly interact and the cracks randomly distribute.
钢筋混凝土圆形截面大偏心受压构件的强度计算，一股采用多次试算的方法进行。
Usually an adopting cut-ami-try method is used for calculating strength of the forge eccentric compression members made of reinforced concrete with circular section.
利用jc法对两种承载力折减系数下的FRP加固轴心受压构件进行了可靠度计算。
For two different capacity reduction factors, calculate the reliability of concentrically compressed members strengthened with FRP using the JC method.
钢筋混凝土受压构件稳定性分析一直用迭代计算方法逐步逼近材料和几何非线性解。
Stabilty of reinforced concrete columa is usually analyzed with iteration. method to take into account of material and geometric nonlinearity.
论文对Q 460角钢受压构件的试验和理论分析结果可供工程设计或相关研究参考。
These experimental and theoretical results about Q460 high-strength Angle compression members can guide engineering design or research reference.
分析和研究了预应力加固轴心受拉和轴心受压构件的计算方法、优化加固设计及其应用。
The calculating method, optimum strengthening design and application of axial tension and compression members strengthened by prestressing is analyzed and discussed.
本文就钢结构轴心受压构件整体稳定系数计算的方法进行了探讨，提出了统一计算的方法。
So the unified computational method for the whole stability coefficient of axially loaded compression members of steel structure are discussed and presented in this paper.
本文根据大量的试验资料和通过理论分析，推导出新的砖砌体偏心受压构件强度的计算公式。
Based on the theoretical analysis and a large number of experimental results, some new calculation formulas of the strength for compressive members of brick masonry under eccentric loads are derived.
我国钢筋混凝土结构设计规范(TJ10—74)中未列出偏心受压构件刚度和裂缝的计算方法。
In our national Design Code of Reinforced Concrete Structures TJ10-74, there are no recommended methods for computing stiffness and crack of eccentrically loaded members.
混凝土偏心受压构件，尤其是偏心受压对称配筋柱，强度不满足要求时，可用双面围套加以补强。
In case of insufficient strength in reinforced concrete eccentric compression members, especially of symmetric reinforced eccentric compression column, double encircling can be used for strengthening.
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。
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.
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。
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.
本文介绍了国外规范中关于铝合金轴心受压构件整体稳定性的设计方法，并且介绍了国内在这方面的研究成果。
The design method of stability of aluminum axial compression members in foreign codes is introduced, and the current researches in our country are summarized.
此外，还对钢筋混凝土结构设许规范TJ10- 74中的小偏心受压构件强度计算公式，提出了改进建议。
Furthermore, suggestion for improving the formula of the strength for the section subjected to compression load with small eccentricity in the current code TJ 10-74 is also made in this paper.
此外，还对钢筋混凝土结构设许规范TJ10- 74中的小偏心受压构件强度计算公式，提出了改进建议。
Furthermore, suggestion for improving the formula of the strength for the section subjected to compression load with small eccentricity in the current code TJ 10-74 is also mad...
此外，还对钢筋混凝土结构设许规范TJ10- 74中的小偏心受压构件强度计算公式，提出了改进建议。
Furthermore, suggestion for improving the formula of the strength for the section subjected to compression load with small eccentricity in the current code TJ 10-74 is also made int...
此外，还对钢筋混凝土结构设许规范TJ10- 74中的小偏心受压构件强度计算公式，提出了改进建议。
Furthermore, suggestion for improving the formula of the strength for the section subjected to compression load with small eccentricity in the current code TJ 10-74 is also made in this pa...
进行了63件国产6061-T 6铝合金挤压型材的轴心受压构件试验，搜集到了142个已有同类试验数据。
This paper reports the load-carrying capacity experiments of 63 axially-compressed members of domestic structural 6061-t6 aluminum alloy, and the analysis of existing data of 142 similar experiments.
进行了63件国产6061-T 6铝合金挤压型材的轴心受压构件试验，搜集到了142个已有同类试验数据。
This paper reports the load-carrying capacity experiments of 63 axially-compressed members of domestic structural 6061-t6 aluminum alloy, and the analysis of existing data of 142 similar experiments.
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