1) steel column
钢骨柱
1.
The steel column,26 meters height and 36.
西雅图工程钢骨柱重36。
2.
The oversized and special-shaped steel columns are used in the main building of Aerospace Science and Technology Building in Sichuan,whose width is 1.
四川航天科技大厦主楼超大异形钢骨柱宽1。
2) steel special-shaped column
钢骨异形柱
3) wing-plates in columns
柱钢骨翼缘
1.
In this paper, the rate of missing areas of the wing-plates in columns of steel-reinforced concrete joints are investigated.
为了解决高层和超高层建筑中钢筋混凝土梁-钢骨混凝土柱在节点中的连接问题,对柱钢骨翼缘能否开孔,开孔率为多少为宜作了一些分析和讨论,并通过计算推导,从理论上阐明了柱钢骨翼缘缺损率控制在20%以内是可行的。
4) steel framed reinforced concrete column
劲性钢骨柱
1.
From the angle of construction, the construction process and methods of a newly-applied technique, the steel framed reinforced concrete column, is introduced in the paper.
文章从施工的角度,对目前应用的新技术——劲性钢骨柱的工艺流程、施工方法进行了介绍。
5) steel reinforced concrete column
钢骨混凝土柱
1.
By making experimental study on steel reinforced concrete columns through the tests of 2 group specimens, the authors analyzed the mechanical behavior and failure mode, and put forward a calculating formula for ultimated bearing capacity.
通过对两组钢骨混凝土柱大偏心受压柱的试验研究并在总结前人研究的基础上,分析钢骨混凝土柱的受力特点和破坏模式,提出钢骨混凝土柱的极限承载力计算公式,并与试验结果进行对比,结果是令人满意的。
2.
This paper discusses composite structure design of steel reinforced concrete and its computing method in the light of the optimization design of frame shear wall structure of super high rise building for Zhongguang Mansion in Lanzhou,and introduces steel reinforced concrete column,and the structural design of joints between steel reinforced concrete column and reinforced concrete beam.
结合兰州中广大厦超限高层框支剪力墙的优化设计 ,探讨了钢骨混凝土组合结构的设计、计算方法 ,并着重介绍了钢骨混凝土柱、钢骨混凝土柱与钢筋混凝土梁之间的节点构造设计 ,可供设计人员参
3.
According to the formula of the bearing capacity of steel reinforced concrete columns which are in design code.
为寻求一种较为简单的方法，计算钢骨混凝土柱的正截面强度，对钢筋混凝土部分和钢骨部分所承担的轴力大小进行了分析，根据冶金工业总公司结构设计标准中的正截面承载力计算公式，提出了一种新的轴向力分配方法，该方法根据钢骨混凝土柱在轴心受力状态下，钢骨部分与钢筋混凝土所处的状态来分配轴向荷载，然后根据现有规范来计算两部分的承载力，其和即为钢骨混凝土柱的正截面强度。
6) SRC column
钢骨混凝土柱
1.
The SRC column, which is a new type of member, has been proposed to be applied to T-shaped column frames in this paper.
本文针对钢骨混凝土柱这一新型构件形式，提出在T形柱框架中应用这一新型构件形式。
2.
The force transferring mechanism is as follows: the shear forces and moments of the RC beams were firstly transferred to the ringbeam connections and then to the SRC columns.
提出了一种新型的钢骨混凝土柱-钢筋混凝土梁的环梁节点,该节点传力途径为:框架梁剪力经环梁扩散传递给节点以下钢骨混凝土柱;框架梁端弯矩首先传递给环梁,环梁依靠整体拉压形成力偶将弯矩传递给钢骨混凝土柱。
补充资料：钢骨
1.钢筋。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条