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1)  shape steel concealed column
型钢暗柱
2)  mega steel column
巨型钢柱
1.
7,the hysteretic behaviors of mega steel columns braced with inversed V shape bracings and X shape bracings are studied with some influencing factors,including loading modes,axial compression ratios,slenderness ratios of braces,axial stiffness of braces,and stiffness of beams.
7,分析了不同加载方式、轴向荷载、支撑长细比、支撑轴向刚度和横梁刚度等因素对人字形和X形支撑的巨型钢柱滞回性能的影响规律。
2.
7,the hysteretic behaviors of mega steel columns braced with inversed V bracings and X bracings are studied under the action of different axial compression ratios.
7,分析了不同轴压比对人字形支撑和X形支撑的两种巨型钢柱滞回性能的影响规律。
3.
Using dual non-linearity analysis program,the numerical simulation of the coupling relationship between forces and displacements in spatial orthogonal directions are carried out,and the effect manners of loading modes on the spatial hysteretic behavior of mega steel columns are obtained.
针对巨型钢框架结构中常用的巨型钢柱给出了支撑等构件的合理布置方式和抗震设计中的构造要求。
3)  H section steel mast
H型钢柱
1.
The construction of frame structure installation of multi-layer H section steel mast;
多层H型钢柱框架结构安装施工
4)  shape steel post
型钢立柱
5)  Y-shaped column
Y型钢柱
1.
Based on the eccentric connection between Y-shaped columns and beams of the roof structure of Pudong International Airport in the second construction phase,4 FE models are built and analyzed by FE software ANSYS.
以浦东机场二期工程航站楼中Y型钢柱柱顶与梁连接的偏心受力节点为研究对象,建立了4种不同的有限元模型,在设计荷载作用下,使用有限元分析软件ANSYS对模型分别进行了数值分析。
6)  section column
型钢柱
1.
Technical control with construction quality of section column hoisting for super high-rise
超高层建筑型钢柱吊装施工质量技术控制
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性质:长度和截面周长之比相当大的直径钢材,有时也包括不属于板材、管材和线材的金属塑性加工制品。按生产方法分为热轧型钢、弯曲型钢、挤压型钢、拔制型钢和焊接型钢等。其中热轧型钢具有生产规模大,效率高,能相少和成本低等优点,是型钢生产的主要方法。型钢的断面形状支为简单、复杂和周期三类。简单断面型钢指方钢、圆钢、扁钢、户钢、六角钢等。复杂断面型钢指工字钢、槽钢、钢轨、窗框钢等周期断面型钢指螺纹钢、各种轴件、犁铧钢等。

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