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.
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.
对混凝土轴心受压柱和偏心受压柱进行了可靠度分析。
The reliability analysis of concrete columns under axial and eccentric compression was performed.
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。
Eccentrically loaded concrete filled steel tubular (CFST) laced columns were tested with slenderness ratio as main experimental parameter.
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.
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。
For this reason, the author presents a simple and convenient computational method for eccentrically compressed piles and examples of construction application.
推导出了计算钢管煤矸石砼偏心受压构件承载力的经验公式；
The experience formula to calculate the ultimate bearing capacity is obtained.
本文分析了40根离心螺旋筋管混凝土短柱的偏心受压实验结果。
In this paper 40 short concrete filled tubular columns with spiral reinforcement under compression loads with different eccentricities are analysed.
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。
As arch dam is an eccentrically compressed structure, the safety of the dam is primarily determined by the compressive strength of concrete.
提出了中心受压和小偏心受压设计公式及有关图表。并在实际工程中应用。
Equations and diagrams for designing such columns under axial and small eccentric load are given in this paper and have been used in practical engineering designs.
因此，加强碳纤维布加固钢筋混凝土双向偏心受压柱的研究是非常有必要的。
Therefore, the strengthening of CFRP reinforced concrete columns eccentric two-way research is very necessary.
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.
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.
提出了混凝土铰在中心受压和偏心受压时的强度计算公式，以及考虑转动的设计方法。
The calculation formulas for strength of concrete hinge under concentric and eccentric compressive forces and the method of design considering the rotation of concrete hinge are suggested.
同时对钢支架的应力进行监测，得出钢管混凝土柱始终处于严重偏心受压状态的结论。
In addition, the stresses on steel frames were also monitored by strain gauges the conclusion that the steel-pipe concrete columns seriously suffer eccentricity press was obtained.
目的确定组合构件的理论模型和大小偏心的判断方法，提出偏心受压正截面承载力公式。
To give the formula of cross-section capacity in eccentric compression, the theoretical model of composite member and judgment method of large or small eccentric compression have been brought forward.
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.
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。
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.
最后对钢骨混凝土L形截面柱的屈服曲率及双向偏心受压正截面承载力计算方法进行了讨论。
Finally, it discusses the calculation methods of yield curvature and biaxial bending bearing capacity of the L-shaped cross-section steel reinforced concrete column.
桥梁工程中经常遇到双向偏心受压的砌体构件，但现行的公路桥涵设计规范却没有这方面的内容。
Biaxial eccentric compression masonry members are often used in bridge engineering, yet they are not prescribed in the present specifications for design of highway Bridges and culverts.
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.
本文根据冷弯薄壁钢结构偏心受压的稳定性理论，提出了冷弯薄壁多孔货架立柱偏心受压计算方法；
Based on the stability theory of cold-formed thin-wall steel structures, the computation method of cold-formed thin-wall rack post under eccentric compression is proposed.
无论是大偏心受压柱还是小偏心受压柱，采用纵环向联合粘贴的加固柱承载力及延性进步幅度较明显。
Whether it is big or small eccentric eccentric column , using paste to the Joint Central longitudinal reinforcement of the column increases the bearing capacity and ductility than the obvious.
分析表明，采用新的允许出现零应力区的设计方法，双向偏心受压基础的安全性和经济性均有较大提高。
The analysis shows that the security and economy of bidirectional eccentric foundation can be improved greatly when the new method of considering zero-stress zone is adopted.
提出了偏心受压的钢管混凝土考虑钢管径向应力梯度对紧箍作用影响的核心混凝土的应力-应变关系模型。
A stress-strain relation of core concrete is presented, in which the confinement effect of steel tube to core concrete is modified by the circumference stress grade.
最后在试验结果分析的基础上，推导了碳纤维布加固钢筋混凝土双向大偏心受压柱的正截面承载力计算公式。
Finally, analysis of test results on the basis of the derived CFRP reinforced concrete two-way eccentric cross-section bearing capacity of columns is calculated.
而在实际结构中，有很多的混凝土柱属于双向偏心受压，如管道支架和水塔的柱子，在地震区的多层框架柱等。
The actual structure, there are a lot of concrete columns are two-way eccentric, such as pipelines and cooling towers that support pillars, in the earthquake zone such as multi-storey frame columns.
而在实际结构中，有很多的混凝土柱属于双向偏心受压，如管道支架和水塔的柱子，在地震区的多层框架柱等。
The actual structure, there are a lot of concrete columns are two-way eccentric, such as pipelines and cooling towers that support pillars, in the earthquake zone such as multi-storey frame columns.
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