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框架柱     
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  frame column
     Design methods of reinforced concrete frame column considering P-δ effect
     考虑P-δ效应的钢筋混凝土框架柱设计方法
短句来源
     Nonlinear Analysis of RC Frame Column Under Cyclic Loading
     反复荷载下RC框架柱的非线性分析
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     The Reinforcement Design and Construction of the Frame Column
     框架柱的加固设计与施工
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     Comprehensive Element Stiffness Matrix of Two Kinds of Second Order Effects in Frame Column
     框架柱两类二阶效应的综合单元刚度矩阵
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     A study on the frame column yielding based on the influence of local time-frequency characteristics of earthquake wave
     基于地震波局部时频特性影响的框架柱屈服状态研究
短句来源
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  frame columns
     Study on lateral deformability of reinforced concrete frame columns
     钢筋混凝土框架柱侧向变形能力的研究
短句来源
     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
     This paper illustrates the experiment on the contrast of the ultimate bearing capacity under the axes-pressure of both four frame columns with two-way placed ducts for tendons or strands (two filled with grout and the other without grout, the two frame columns' hooped reinforcement isφ6.5@100 and the other isφ6.5@75) and one(φ6.5@100) without any duct.
     对四个双向留设预应力筋孔道的框架柱(两个未灌浆和两个已灌浆,其中两个箍筋φ6.5@100和两个箍筋φ6.5@75)和一个没有留设预应力筋孔道的框架柱(箍筋φ6.5@100)进行了轴心受压状态下极限承载能力的对比试验。
短句来源
     Analysis of factors for controlling section size of RC frame columns in seismic zone
     钢筋混凝土抗震框架柱截面尺寸控制因素分析
短句来源
     Three-Dimensional Finite Element Simulative Analysis of Reinforced Concrete Frame Columns
     钢筋混凝土框架柱的三维有限元模拟分析
短句来源
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  framed column
     Antiseismic Performance Test of RC Framed Column with High Axial Compression Ratio
     高轴压比框架柱抗震性能试验研究
短句来源
     A simple and easy formula is put forward for computing structural lateral displacement caused by axial deformation of framed column.
     提出一个简单易用的公式 ,用来计算由框架柱轴向变形而引起的结构侧移 .
短句来源
     On this basis,an analysis is given to the effect of axial deformation of framed column on flexibility matrix of structure; and a comparison is made between results from computation and results from solution of differential equation, with such factors as bending deflection and shearing deformation and axial deformation being all sidedly considered.
     据此分析了框架柱轴向变形对结构柔度矩阵的影响 ,并将计算结果与综合考虑弯曲变形、剪切变形和轴向变形等因素的微分方程解法作一比较 .
短句来源
     When H-shape is widely applied in the framed column,there is no rule for design of column flange backing in the case that the thickness of the end plate,which is given by the tension of the bolt,is larger than the thickness of the column flange which the beam is connected to,while the column section can not be changed.
     在H型钢普遍应用于框架柱时,当根据螺栓所承受的拉力计算出的梁端板厚度比与其连接的柱翼缘部分的厚度大时,且无法更改柱截面的情况下,柱翼缘部分的补强设计无据可依。
短句来源
  framed columns
     The analytical results show that the GBJ10-89 and GB50010-2002 codes may not be appropriate to estimate the shear capacity of framed columns designed with gravity loads or with minimum reinforcement
     结果表明,我国规范GBJ10-89和GB50010-2002中压弯剪构件的抗剪承载力计算公式不适合于估算按构造配筋或低配筋钢筋混凝土框架柱在低周反复荷载作用下的抗剪承载力,其计算结果偏大较多
短句来源
     Tests on Seismic Behavior of Framed Columns Designed with Gravity Loads
     仅按重力荷载设计的钢筋混凝土框架柱的抗震能力及加固方法试验研究
短句来源
     Analysis for Shear Strength of Reinforced Concrete Framed Columns
     钢筋混凝土框架柱抗剪强度分析
短句来源
     The Flexural Strength and the Displacement Ductility of Reinforced Concrete Framed Columns under Cyclic Loading
     钢筋混凝土框架柱在低周反复荷载作用下的抗弯强度及延性
短句来源
     Effect of Tensioning Method on Internal Forces and Its Design in Multi-story Prestressed Concrete Framed Columns
     张拉施工方案对多层预应力混凝土框架柱内力及设计的影响
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  frame column
Furthermore, there was a 5-inch side clearance between the frame column and the merchandise.
      
Thus lumped mass model must be used carefully when estimating the design load of a non-yielding frame column subjected to vertical motion.
      
  frame columns
Displacement-based seismic design of high-strength concrete frame columns
      
The causes of additional nonuniform vibration-induced foundation settlements of the saw frames and frame columns are analyzed.
      
Both frame and non-frame columns are spliced mid-height at the fourth story.
      
Cantilever tests are required to establish the moment-curvature properties of the joints between the beams and the upright frame columns.
      
Distributed mass under vertical motion can significantly alter the axial forces in frame columns.
      
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