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混凝土框架柱
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  concrete frame columns
     Seismic damage model of high strength reinforced concrete frame columns
     高强混凝土框架柱的地震损伤模型
短句来源
     Analysis of Limit Value of Axial Compressive Ratio for Concrete Frame Columns
     混凝土框架柱轴压比限值分析
短句来源
     Experimental study of anti seismic behavior of carbonized concrete frame columns with high axial compressive stress
     高轴压碳化混凝土框架柱抗震试验研究
短句来源
     Analysis on failure mode of reinforced concrete frame columns with in yield hinge regions under cyclic shear
     混凝土框架柱塑性铰弯剪破坏的试验分析
短句来源
     On the basis of experimental results on nine hoop reinforced high strength concrete frame columns with compressive strength of 68.3-76.5 MPa and vertically loaded by low period repeated load, the key factors mostly affecting the ductility of the column are analyzed in this paper.
     通过九根强度68.3~76.5MPa,采用箍筋约束的高强约束混凝土框架柱在低周反复作用下的试验研究,分析了影响高强混凝土框架柱延性的主要因素。
短句来源
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  concrete frame column
     Application of CFRP Sheet in Strengthening Multi-floors Concrete Frame Column
     碳纤维布在多层混凝土框架柱加固中的应用
短句来源
     Developing status of study on high-strength concrete frame column
     高强混凝土框架柱的研究与进展
短句来源
     Experimental Study on Bearing Shear Capacity for Truncated Surface of Reinforced Pumice Concrete Frame Column
     钢筋浮石混凝土框架柱斜截面受剪承载力试验研究
短句来源
     The Study of Axial Compression Ratio for High-Strength Concrete Frame Column the Hysteretic Characteristics
     轴压比对高强混凝土框架柱滞回特性的研究
短句来源
     By model experimentation of 14 high-strength concrete frame columns subjected to axial eccentric compression, shear and humdrum torque, of 9 high-strength concrete and 3 high-performance concrete frame columns subjected to biaxial eccentric compression, shear and reversed torque, the behavior of high-strength concrete frame column in warped section are studied the first time, and the mechanism of torsion bearing capacity of high-strength concrete frame column are discussed.
     通过14根承受单向压、弯、剪,单调扭矩复合作用的高强钢筋混凝土构件和9根高强混凝土、3根高性能混凝土框架柱在双向压弯剪反复扭矩复合作用的模型试验研究,首次研究了高强混凝土框架柱在翘曲截面上的受力行为,探讨了高强混凝土框架柱抗扭性能的受力机理。
短句来源
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  concrete short columns
     Seismic Behavior of Steel Reinforced High-Strength Concrete Short Columns
     高强钢骨混凝土框架柱的抗震性能
短句来源
     A Method of Calculating the Shear Strength of Steel Reinforced High-Strength Concrete Short Columns
     高强钢骨混凝土框架柱的抗剪强度计算
短句来源
     Study on cracking strength of steel reinforced high-strength concrete short columns
     钢骨高强混凝土框架柱开裂荷载的试验研究
短句来源
     Based on the experimental research of 11 steel reinforced high strength concrete short columns under monotonic and cyclic loading,by the result of regression related to it,the difference of calculating about cracking strength between steel reinforced high strength concrete short columns and steel reinforced concrete short columns were studied,formulas of calculating cracking strength of steel reinforced high strength concrete short columns was gained.
     在 11根钢骨高强混凝土框架柱的单调、低周反复加载试验基础上 ,通过理论分析和相关试验数据的回归 ,考虑了钢骨高强混凝土框架柱与钢骨混凝土框架柱开裂荷载计算的区别 ,并给出了计算公式
短句来源
  “混凝土框架柱”译为未确定词的双语例句
     Test Study for Strengthening of Columns of RC Frame
     混凝土框架柱的加固试验研究
短句来源
     In order to study the seismic behaviors and the design method of trussed steel reinforced concrete column , 5 open-web trussed steel reinforced concrete columns and 2 reinforced concrete columns be tested to failure under cyclic-loading.
     为了研究空腹桁架式钢骨型钢混凝土框架柱的抗震性能和抗震设计方法,对5根空腹桁架式型钢混凝土框架柱和2根普通钢筋混凝土框架柱进行往复加载对比试验。
短句来源
     Study on Seismic Behaviors of Concrete Filled Square Steel Tubular Frame Columns
     方钢管混凝土框架柱的抗震性能分析
短句来源
     Results of experiment and analysis show that open-web trussed steel reinforced concrete columns have relatively good behavior of ductility and energy dissipation.
     试验结果表明:空腹桁架式型钢混凝土框架柱具有良好的延性和耗能能力。
短句来源
     The constitutive model of core concrete and hysteretic curve of frame column are numerically simulated by the developed computer program.
     根据所编制的计算机程序 ,对反复荷载下的约束混凝土本构关系以及斜向受力方钢管混凝土框架柱的滞回曲线进行了数值模拟 .
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  concrete frame columns
Displacement-based seismic design of high-strength concrete frame columns
      


Based on 9 specimens subjected to a definite amount of axial compressive force and variable lateral loads, this paper deals with the action of stirrups to resist shear force. Experiments show that the increase of web reinforcements improve not only the shear strength of the member, but also the deformation ability, but over-reinforcement of stirrups is not recommended. The upper limit of the value of shear strength of the column is properly expressed by the formula Q_p ≤ 0.26R_abh_0.Results of 67 similar structural...

Based on 9 specimens subjected to a definite amount of axial compressive force and variable lateral loads, this paper deals with the action of stirrups to resist shear force. Experiments show that the increase of web reinforcements improve not only the shear strength of the member, but also the deformation ability, but over-reinforcement of stirrups is not recommended. The upper limit of the value of shear strength of the column is properly expressed by the formula Q_p ≤ 0.26R_abh_0.Results of 67 similar structural members are also analyzed. The calculated values are in good agreement with test data. The formulas proposed are also applicable to highly web-reinforced concrete columns.

本文通过9根有定轴压力试件的抗剪强度试验,研究了箍筋在钢筋混凝土框架结构柱中的抗剪作用。试验结果表明,配箍率的增加不仅提高钢筋混凝土框架柱的抗剪强度而且有利于构件变形能力的发挥。但过多的配置箍筋並不能达到预期效果,建议构件斜截面强度上限值采用Q_p≤0.26R_abh_0为宜。本文分析了67个有轴压力试件的试验数据,按作者以前提出的两个计算公式核算,计算值与试验值较为吻合。因此所提出的计算公式同样适用于高配箍的钢筋混凝土框架结构柱。

This paper presents the experimental results of the reinforced concrete columns repaired and strengthened by steel angles at the four corners. The main behaviours show that this repaired and strengthened columns can obviously be enhanced in strength and improved in ductility.The failure mechanism of these columns and the formulas for calculating their stiffness and strength are presented. It has been found that the experimental and calculated results are in good agreement.

本文介绍了采用外包角钢加固钢筋混凝土框架柱的方法。通过一批试件的试验,叙述了加固柱的破坏特征,证明这种加固是提高框架柱强度和变形能力的一种有效措施,并提供了刚度和强度的简化计算公式。

Based on the test result of 43 specimens, the flexural strength and the displacement ductility of reinforced Concrete framed columns under cyclic loading are studied. The confinement effects of transverse beams and slabs to the flexural strength of framed columns are analysed, and the degrees of the confinement effects are studied. In addition, the relations between the compressive stresses and the transverse steel are presented on the basis of the levels of displacement ductility.

本文根据43根试件的试验结果,分析了钢筋混凝土框架柱在低周反复荷载作用下的强度及高轴压时的延性,认为柱端约束对框架柱抗弯强度有有利影响,并对该影响的大小进行了分析。此外,根据不同延性系数水平的要求,提出了轴压比与配箍率的关系。

 
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