1) concrete columns with high strength core
核心高强混凝土柱
1.
Nine low cyclic loading tests on concrete columns with high strength core were carried out in terms of the axial compression ratio and the area of core high strength concrete.
完成了9根以轴压比、核心高强混凝土面积为参数的核心高强混凝土柱水平低周反复荷载试验,描述了试验柱的破坏过程,测得了荷载-位移滞回曲线,分析了试验柱的耗能性能、抗力衰减、骨架曲线及延性性能。
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。
4) high strength concrete column
高强混凝土柱
1.
Review of studies on the seismic behavior of high strength concrete columns with high strength transverse reinforcement
高强箍筋约束高强混凝土柱抗震性能研究综述
2.
Based on the investigation conducted in China and other counties,a review of the apparent strength of the edge high strength concrete column-normal strength concrete slab joints was presented.
基于国内外试验结果,通过对高强混凝土柱与普通混凝土板边节点混凝土的表现强度计算方法进行了述评。
3.
The results show that the explosive spalling has an obvious effect on quasi fire endurance of high strength concrete column.
在前期研究结果的基础上,编制了高强混凝土轴压柱和偏压柱准耐火极限的计算程序,考查了高温爆裂对准耐火极限的影响,研究了柱截面尺寸、轴压比、配筋率和偏心距等参数对高强混凝土柱准耐火极限的影响规律,结果表明:高温爆裂对高强混凝土柱准耐火极限的影响明显,截面尺寸、轴压比和偏心距的影响较大,而配筋率的影响较小。
5) high-strength concrete
高强混凝土柱
1.
An experimental study of eighteen high-strength concrete square columns strengthened with CFRP under longterm sustained loading is conducted in order to study the longterm load effects on high-strength concrete columns confined with CFRP.
目的研究长期荷载作用对CFRP约束高强混凝土柱受力性能的影响。
2.
An experimental study of eight pieces of high-strength concrete columns under cyclic loading is conducted.
基于 8根高强混凝土柱在周期反复荷载作用下受力性能的试验 ,本文编制了矩形截面高强混凝土双向压弯构件全过程受力分析计算机程序 ,对影响碳纤维布抗震加固效果的因素进行了分析 ,理论计算结果与试验结果吻合较好。
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。
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