Therefore, the strengthening of CFRP reinforced concrete columns eccentric two-way research is very necessary.
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。
The results indicate that the carbon fiber sheet could effectively increase the flexural strength of reinforced concrete columns.
试验研究表明：碳纤维布对钢筋混凝土柱的承载能力具有良好的补强加固效果。
Through the test, seismic behavior on steel high-strength reinforced concrete columns with two different shapes of steel are contrasted.
本文还通过试验研究，对两种不同钢骨形式的钢骨高强混凝土柱的抗震性能进行了分析比较。
Tilted reinforced concrete columns are clad with a variety of locally available materials, including clay bricks, tiles, and stone slates.
倾斜的钢筋混凝土柱被包裹了各种当地现有的材料，包括粘土砖、瓷砖和石板。
This paper presents the experimental results of the reinforced concrete columns repaired and strengthened by steel angles at the four corners.
本文介绍了采用外包角钢加固钢筋混凝土框架柱的方法。
Based on the experiments of HRB400 grade reinforced concrete columns, the hysteretic behaviors is analyzed, and the damage degree is evaluated.
基于HRB400级钢筋混凝土柱的试验，对其滞回性能进行分析与研究，并对其损伤程度进行评价。
A computer method was developed for the non-linear full-range analysis of reinforced concrete columns from the start of loading to the collapse of column.
本文提供一个对钢筋混凝土柱从加荷开始至混凝土压坏全过程的非线性分析方法。
Through the experiment contrasts, the compressed properties of reinforced concrete columns wrapped with glass and carbon fiber reinforced polymers are analysed.
通过实验对比，分析了玻璃纤维布加固柱和碳纤维布加固柱的受压性能。
Under complex condition in a factory building, two large-scale reinforced concrete columns of the factory building were partially cut by the presplitting blasting.
在厂房内复杂环境下，用预裂爆破对两个大型钢筋混凝土厂房立柱进行部分切割。
According to the experimental data, obtained CFRP reinforced concrete columns cloth binding stability factor and slenderness ratio curves for engineering designers.
根据实验数据，得出了CFRP布约束凝土配筋圆柱稳定系数与长细比关系曲线，可供工程设计人员参考。
Wrapping carbon fiber reinforce polymer sheet (CFRP) and bonding Angle steel are two common methods in reinforced concrete columns reinforcement engineering nowadays.
当前的加固工程中，粘贴碳纤维片材和粘钢是较常用的两种方法。
These test results can be used for accurately analyzing and designing reinforced concrete columns strengthened by using section enlargement method after exposure to fire.
试验结果可为分析或设计火灾后增大截面法加固的混凝土结构提供依据。
This paper analyzes the failure character and failure reasons of the reinforced concrete columns and presents se veral methods of strengthening the reinforced concrete columns.
本文分析了钢筋混凝土柱的破坏特征及其破坏原因，并分别介绍了几种常用的加固混凝土柱的方法及其构造与施工要求。
Therefore, understanding the larger slenderness CFRP confined reinforced concrete columns of the mechanical properties, to carry out the stability of the research is very important.
因此了解长细比较大的CFRP约束钢筋混凝土轴心受压圆柱的力学性能，开展其稳定性能方面的研究就显得非常重要。
This paper briefly Outlines the effect of different materials and different ways on reinforced concrete columns and the current progress for the pre-press and damaged reinforced concrete columns.
简要概括了不同材料、不同加固方式对混凝土柱加固效果的影响，以及目前针对预压和受损混凝土柱的加固研究进展。
The measures taken for strengthening the large bay masonry structures with additional reinforced concrete columns and horizontal strips to form confined masonry structures is proposed in this paper.
提出对大开间砖砌体结构采取在砖砌体中设置钢筋混凝土墙中柱和水平条带的加强措施。
The structure of the building we conceived is made of reinforced concrete and based on a system of columns-beams.
该建筑的设计构思就是在梁柱体系的基础上采用钢筋混凝土结构。
The building structure is made of reinforced concrete load-bearing columns, beams, walls and ceilings.
建筑的结构包括钢筋混凝土承重柱、梁、墙面和天花板。
The fire stability of the columns of bottom reinforced concrete frame business living building is studied by means of numerical simulation.
采用计算机数值模拟方法研究了某钢筋混凝土底框架商住楼柱子的耐火稳定性。
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.
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。
Slab-column structure assembled by monolithic prestressing is a type of structure system in which prefabricated reinforced concrete slabs and columns are main members bearing load.
装配式整体预应力板柱结构是采用预制的钢筋混凝土楼板和柱作为主要的受力构件，通过整体张拉预应力钢筋而形成的板柱结构体系。
This paper mainly gives informations about the train of thought in design of the joint construction of concrete filled steel tubular(CFST) columns with reinforced concrete beams in Sunteck Square.
主要介绍了新达城广场钢管混凝土柱与钢筋混凝土框架梁的节点构造的设计思路。
The proposed model was used to calculate the ultimate load-carrying capacity of the reinforced concrete test columns subjected to biaxial eccentric compression.
利用该分析模型对双向偏心受压钢筋混凝土试验柱进行极限承载力分析计算，结果表明所提出的有限元模型具有较高的计算精度；
The main structural elements are reinforced concrete slabs, plates and columns.
主要结构元素有钢筋混凝土板、板和柱。
The technology also can be used in reinforced concrete girders, walls, columns of the removal of transformation.
该技术同样可用于钢筋混凝土梁体、墙、柱的拆除改造。
Therefore, it is very necessary, practical and valuable to study and analyze the performances of mechanics of reinforced concrete frame columns.
因此，对钢筋混凝土框架短柱的力学性能的研究和分析，是十分必要且有实用价值的。
In Terminal T3B Project of Beijing Capital International Airport, the reinforced concrete ring beam is a type of transfer beam supporting gigantic steel pipe columns.
北京首都国际机场新航站楼t3b工程中，钢筋混凝土环形梁是支撑巨型钢管柱的转换梁。
In Terminal T3B Project of Beijing Capital International Airport, the reinforced concrete ring beam is a type of transfer beam supporting gigantic steel pipe columns.
北京首都国际机场新航站楼t3b工程中，钢筋混凝土环形梁是支撑巨型钢管柱的转换梁。
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