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.
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.
本文论述沈阳老站圆形候车大厅保护性改造工程中，采用扣件钢管框架支撑半球形穹盖进行更换钢筋混凝土柱及基础的施工。
In its construction, engineers adopted fastener steel pipe frames to support the semi-spherical dome in order to replace reinforcement concrete and foundation of the station.
运用有限元软件ANSYS，对大开间钢筋混凝土异形柱框架进行了动力特性和地震反应谱分析。
The dynamic characteristics and seismic response spectrum analysis of reinforced concrete frames with specially-shaped columns are discussed by using the general structural analysis software ANSYS.
对于钢筋混凝土框架结构设计中，基础、梁、柱、板四部分应注意的问题，分别提出了几点看法。
For the design of reinforced concrete frame structure, the four parts of foundation, beams, columns, boards should be paid attention to. A few comments are presented respectively.
近年来，钢筋混凝土异形柱框架结构因具有良好的建筑功能而得到了较广泛的应用。
In recent years reinforced concrete (rc) frame structure with specially shaped columns (SSC) has received quite extensive application because of its good architectural functions.
其他测试参数包括水平轴向载荷作用下的钢管混凝土柱、水平荷载下的钢筋混凝土梁和框架梁柱的刚度比。
Other test parameters include the level of axial load in the CFST column, the load level in the RC beam and the beam-column stiffness ratio.
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.
在实际地震作用下钢筋混凝土结构的反应常常呈现明显的空间效应：框架边柱或角柱中变化的轴力和双向弯曲存在复杂的耦合作用。
The reinforced concrete has an obvious steric effect in real earthquakes. There is a complicated coupling between the axis force and compound bending which change in side columns and angle posts.
该方法中钢筋混凝土框架整体结构采用层间剪切模型，柱采用四线性恢复力模型。
In this method, an inter floor shear model is adopted for the whole RC structure; and a quadrilinear recovery force model, for the RC inter floor columns.
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。
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.
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。
Therefore, it is very necessary, practical and valuable to study and analyze the performances of mechanics of reinforced concrete frame columns.
本文介绍了一个测试程序，进行了钢筋混凝土(RC)梁钢管混凝土(CFST)柱平面框架下iso- 834标准火灾。
This paper describes a test program carried out on reinforced concrete (rc) beam to concrete filled steel tubular (CFST) column planar frames under ISO-834 standard fire.
本文概述了四个十字形钢筋混凝土框架节点试件采用柱加大截面法加固后，在低周反复荷载作用下的试验。
This paper summarizes the tests under cyclic reverse loading of four cruciform R. C. frame beam-column joints which are strengthened by enlarging column sections.
圆碳纤维增强塑料钢管混凝土柱与钢筋混凝土框架梁的节点，涉及一种建筑节点构造形式。
The invention relates to a node of carbon fiber reinforced plastic circular steel tube concrete column and reinforced concrete frame beam, belonging to a construction style of building node.
水平荷载作用下，钢筋混凝土异形柱框架结构侧移分为剪切型和弯曲型；
The main reason of the structure lateral displacement is the horizontal load.
水平荷载作用下，钢筋混凝土异形柱框架结构侧移分为剪切型和弯曲型；
The main reason of the structure lateral displacement is the horizontal load.
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