框架梁与框架柱连接构成框架；
The frame beams and the frame columns are connected to form a frame;
用广义应力表达了框架柱的塑性屈服条件。
The plastic yield condition of frame column is rep - resented in stress resultants.
腋撑的上、下端分别和框架梁、框架柱刚接。
The haunch braces are connected rigidly with structural beams and columns.
研究了钢骨超高强混凝土框架柱的抗剪承载力。
The research on the shear resistance of SRSHC columns is carried out.
通常的节点增大截面加固法是连同框架柱一起进行的。
The usual practice of joint strengthening by the enlargement of the section is done together with the column.
本文介绍了采用外包角钢加固钢筋混凝土框架柱的方法。
This paper presents the experimental results of the reinforced concrete columns repaired and strengthened by steel angles at the four corners.
楼层结构由框架柱、楼层梁、钢楼承板以及边模板等组成。
Mezzanine structure is make up of steel column, floor beam, meal deck, etc.
本文对铰支柱和框架柱的二阶效应问题进行了较全面的研究。
The paper studies the second-order effects and stability problem of the reinforced concrete hinged column and frame column.
通过理论分析，推导了具有半刚性连接框架柱的一般屈曲方程。
Based on the theoretical analysis, the general buckling equation of semi-rigid frame column is deduced.
按此方程导出了无侧移框架和有侧移框架柱的计算长度取值方法。
The evaluation of column effective length factor both braced frames and unbraced frames with flexible joints is derived.
对框架柱进行了局部挠曲模态的脉冲激励试验和正弦稳态扫描试验。
Impulse excitation and sine stable sweeping tests of local bending modes of the frame columns were conducted.
利用计算机同步控制液压牵引，滑移轨道搁置在异形曲面的框架柱顶面上。
Sliding track was located at top surface of frame column in abnormity surface by computer synchronization controlled hydraulic traction.
最后通过对各地震损伤模型的比较分，提出了高强混凝土框架柱的地震损伤模型。
Finally, by analyzing all sorts of seismic damage models comparatively, the seismic damage model of high strength concrete frame columns is put forward.
最后，指出“强剪强弯”的概念设计对提高SRC框架柱极限变形能力十分重要。
At last, the concept design of better shear and better bending behavior is pointed to be very important to enhance ultimate deformability of SRC frame columns.
通过与刚性连接情况的比较，定量的分析了半刚性连接对框架柱计算长度的影响。
In comparison with the condition of rigid connection, the influence of semi-rigid connection to effective length factor of columns has been analyzed quantitatively.
深圳诺德中心大厦为超高层建筑，其15层以下框架柱采用钢筋混凝土钢管组合柱。
Shenzhen Norde Center Mansion is a super-high-rise building where reinforced concrete steel pipe column is used as frame post in under floor 15.
“盆式”沉降使上部框架梁主要受剪力和弯矩作用，框架柱主要受轴力和弯矩作用。
The beams are principally suffered with moment and shear force and the columns principally suffered with moment and axial force under basin-shaped settlement.
某风雨操场综合楼改造工程拆除了辅助用房及支撑网架屋面的四根框架柱改造成为球场看台。
In the alteration project of a gymnasium complex building, accessory building and four frame columns supporting the grid roof were removed to construct a stand.
对于上层框架柱外移时的转换结构受力和变形性能，影响因素较多，有必要进行进一步的研究。
Mechanical and deformation performance of such transfer-structure are relative to many factors. So it's necessary to perform more study.
对框架柱顶夹渣层用高强细石混凝土粘钢板套箍等方法加固，提出了具体的加固方法和注意事项。
Mehods and issues to be concerned in the strengthening of the slag layer in the top of the frame column with high strength fine stone concrete and steel plate hoop.
由于桁架的支撑作用，弱支撑交错桁架结构柱子的有侧移失稳与纯框架柱的有侧移失稳存在区别。
The columns' buckling in the weak-bracing staggered truss structure is differing from that in frame structure, because of the trusses' bracing.
对用预应力框架柱中所配的纵筋和箍筋代替锚固区钢筋网片的局部承压进行了12个试件的试验研究。
The partially pressed tests of 12 rc members using longitudinal-steel and hoop-steel instead of reinforcing mat in anchoring area are made.
在结构设计中采用钢网架-框架柱-巨型柱(核心筒)结构体系，通过结构整体建模分析了地震力影响。
Steel grid-concrete frame column-concrete giant column (core tube) structure is adopted and the seismic action of integral structural is analyzed.
在试验研究和理论推导的基础上，给出了高轴压比下框架柱恢复力模型的骨架曲线，与试验骨架曲线吻合较好。
Based on the tests and theoretic derivation, skeleton curve of restoring force model of frame column with high axial compression ratio is got.
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.
在窑尾结构设计中选用不同的框架柱截面形式和支撑形式对窑尾结构整体的工作性能以及工程造价都有很大的影响。
Choosing among different column cross-section forms and supporting forms in structural designing of kiln tail would have a great effect on the integral working performances and construction costs.
本文从施工角度，详细分析了影响高层建筑现浇框架柱施工质量的原因。并且介绍了防治措施，对实际施工具有指导意义。
This paper analyses why concrete frame quality does not meet requirement in high building and introduces prevention measure. It has guidance signification to practice construction.
某框架-剪力墙结构高层建筑的钢筋混凝土框架柱，在施工过程中局部出现了超出规范允许值的垂直度偏差，影响了结构性能。
The reinforced concrete frame column of a high-rise building with frame-shear wall structure partially has a vertical deviation during construction, thus affecting its structural function.
某框架-剪力墙结构高层建筑的钢筋混凝土框架柱，在施工过程中局部出现了超出规范允许值的垂直度偏差，影响了结构性能。
The reinforced concrete frame column of a high-rise building with frame-shear wall structure partially has a vertical deviation during construction, thus affecting its structural function.
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