The structural form and the construction of RC column-steel beam joints for an adding storey project are introduced.
对某高层酒店改建工程加层的结构方案和改造设计中梁柱节点的构造细部进行了介绍。
Part of the shop ground should be 1m lower than 0.000 elevation, steel column feet don't descend, RC column to the base instead.
车间一层地面局部下降1米，钢柱下做钢筋混凝土短柱，柱脚不下沉。
Tubed RC columns connected conveniently with RC beams in respect that the outer steel tube does not pass through the beam to column connection.
由于钢管不通过梁柱节点区，因此钢管约束钢筋混凝土柱与钢筋混凝土梁连接方便；
The horizontal annular and vertical crack of the high buildings, along with the horizontal crack and the crush of RC column can be due to the vertical seismic component action.
高耸建筑的水平环缝和竖向裂缝、钢筋砼柱的水平裂缝以及压溃破坏等震害现象，可以归结为地震竖向分量的作用；
Hot-rolled seamless steel tube column, as the main vertical load-bearing member, plays the role of structure transferring between the cast RC frame shear wall and the steel roof truss.
以热轧无缝钢管柱为主要竖向承重结构构件，承担现浇钢筋混凝土框架剪力墙结构与钢屋架之间的结构转换作用。
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.
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。
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。
A new type of column-RC beam joint of concrete filled steel tube (CFST) is created. The outer tubular column of CFST is disconnected in the joint zone. The core steel tube is put in the joint zone.
提出一种在节点区间断钢管混凝土柱的外钢管、设置芯钢管的新型钢管混凝土柱与钢筋混凝土梁的节点。
Precise prediction for the hysteretic behaviors of reinforced concrete (rc) column under seismic load is important to assess the safety of rc structures under earthquake.
准确预测地震作用下钢筋混凝土(rc)柱的受力特性，对评估混凝土结构的抗震性能具有重要意义。
It is well known that Non-linear cyclic behavior of reinforced concrete (RC) beam-column joint sub-assemblage is complex and known to be sensitive to many factors interacting each other.
众所周知，钢筋混凝土（RC）梁-柱节点在循环荷载下的非线性反应非常复杂并受诸多因素的影响。
It is well known that Non-linear cyclic behavior of reinforced concrete (RC) beam-column joint sub-assemblage is complex and known to be sensitive to many factors interacting each other.
众所周知，钢筋混凝土（RC）梁-柱节点在循环荷载下的非线性反应非常复杂并受诸多因素的影响。
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