1) concrete-filled steel tubular double-limb column
钢管混凝土双肢格构柱
1.
A 13-story staggered twin-truss structure was designed with staggered twin-trusses in the transverse direction and concrete-filled steel tubular double-limb columns around the outside.
在结构横向采用错列双桁架结构,双桁架两端与钢管混凝土双肢格构柱相连,简化了桁架弦杆与柱的连接,而且结构内部预留了设备管道的穿行空间,综合考虑了结构、建筑、设备的配合。
3) concrete-filled double steel tubular short column
双钢管混凝土柱
1.
The correctness of theory analysis is proved by the test results of 5 concrete-filled double steel tubular short column specimens subjected to axial compression load.
试验结果表明,在轴心受压荷载作用下双钢管混凝土柱的受力全过程是由弹性、弹塑性以及破坏3个阶段组成的,具有很好的延性。
2.
This paper studies the normal cross-section load-carrying capacity for the concrete-filled double steel tubular short columns subjected to axial compression load in which the inner and outer circle steel tubes are placed with the same circle center.
研究了由同心设置的内、外圆钢管构成的轴心受压双钢管混凝土短柱正截面受压承载力,分析了单钢管混凝土柱与双钢管混凝土柱的受力机理,并根据纤维模型法原理,采用适用于钢管混凝土受力特性的钢材与混凝土材料本构关系,给出了轴心受压双钢管混凝土短柱的荷载-位移全过程数值分析和正截面承载力计算公式。
4) steel-pipe concrete column and steel structure
钢管混凝土柱-钢结构
5) SRC lattice column
钢-混凝土组合格构式柱
6) double high strength CFST columns
双钢管高强混凝土柱
1.
Tests of five double high strength concrete filled steel tube(CFST) columns under constant axial compression and low-period alternating horizontal loads are carried out to study the seismic behaviors of double high strength CFST columns and usability of formulation of compression-bending capacity.
通过5根双钢管高强混凝土柱承受轴力和低周反复水平荷载作用试验,研究了双钢管高强混凝土柱的抗震性能,讨论了该柱压弯承载力计算公式的适用性。
补充资料：钢管混凝土柱刚架结构
钢管混凝土柱刚架结构
撇 钢管混凝土柱刚架结构
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