1) high strength CFST columns
钢管高强混凝土柱
1.
Meanwhile the effectiveness of the formulation of compression-bending capacity of high strength CFST columns is studied and analyzed.
本文对钢管高强混凝土柱进行低周反复水平荷载作用的试验,得到了不同轴压比情况下的滞回曲线及骨架曲线,讨论了钢管高强混凝土柱压弯承载力计算公式的适用性。
2) CFSTRC
钢管高强混凝土核心柱
1.
As a kind of SRC, the high-strength concrete filled steel tube reinforced concrete (CFSTRC), which shows an alluring applying prospect, is endowed with better mechanical property than the common SRC structure, due to the confined concrete by steel tube.
作为钢骨混凝土柱的一种—钢管高强混凝土核心柱，由于核心钢管对核心混凝土约束作用较普通钢骨强，因而较普通的钢骨混凝土柱具有更好的力学性能，在高层、超高层建筑中应用前景良好。
3) high concrete-filled square steel tubular column
方钢管高强混凝土柱
4) 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。
5) high-strength concrete-filled steel tube composite column
钢管高强混凝土组合柱
1.
Experimental study on seismic behavior of high-strength concrete-filled steel tube composite columns
钢管高强混凝土组合柱抗震性能试验研究
6) high-strength concrete-filled steel tube
钢管高强混凝土
1.
This paper presents an experimental investigation involving 12 normal strength c oncrete-filled steel tube (CFT) and 24 high-strength concrete-filled steel tube (HSCFT) stocky columns.
通过 12根圆钢管普通混凝土和 2 4根圆钢管高强混凝土轴心受压短柱的试验 ,观察并研究了钢管混凝土短柱在轴心压力作用下纵向力与纵向应变 (变形 )关系、试件横向变形、宏观变形特征、破坏机理及破坏模式 ;发现钢管高强混凝土短柱在达到最大荷载前可出现明显的剪切变形 ,最终发生剪切破坏的现象 ,通过试验结果分析了钢管混凝土破坏模式由常见的腰鼓形向剪切形转化的原因和内在变化机理。
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