1) L-shaped column
L形柱
1.
Testing study on seismic behavior of L-shaped column with concealed column of smaller shear span ratio;
较小剪跨比带暗柱L形柱抗震性能试验研究
2.
Mechanical behavior of steel reinforced concrete L-shaped column under low cyclic reversed loading
反复荷载作用下型钢混凝土L形柱的受力性能
3.
Experimental study on seismic behavior of honeycomb steel-reinforced concrete L-shaped column
蜂窝状钢骨混凝土L形柱抗震性能的试验研究
2) L-section column
L形柱
1.
Analysis on the influence parameters of the honeycomb-shaped SRC L-section column on its performence;
影响蜂窝状钢骨混凝土L形柱性能的参数分析
3) l head
l 形柱头
4) L-shaped column
L形异形柱
1.
Study on anisotropy of the biaxial bending capacity and rational combination of the action effects for L-shaped columns;
L形异形柱抗弯能力方向异性与合理作用效应组合研究
2.
In order to reveal the mechanical behavior of steel reinforced concrete (SRC) L-shaped column, 4 specimens of SRC L-shaped column were designed.
试验研究结果表明:配桁架式钢骨较只在截面角部配置型钢而肢端配等截面螺纹钢的L形异形柱的受力性能好。
5) L-shaped columns
L形截面柱
1.
This paper aims to study the stress and distorted performance of reinforced concrete shaped columns strengthened with CFRP,and discusses the quantitative relation between the component section,geometric parameter,materials strength,material usage and web plate tensioned L-shaped columns,compressing and bending resistance bearing capacity.
目的研究碳纤维布(CFRP)加固钢筋混凝土异形柱的受力和变形性能,分析碳纤维粘贴量和配筋率对其抗压弯承载力的影响,并且探讨构件截面几何参数、材料强度、材料用量等与腹板受拉L形截面柱抗压弯承载力之间的定量关系。
6) L-shaped column frame
L形柱结构
补充资料：V形柱式支座
分子式：
CAS号：
性质：每两根支柱组成一组呈V字形结构，每组支柱与球形容器的赤道圈等距离相连，柱间无拉杆连接的一种球形容器柱式支座。其承受膨胀变形较好。并且由于支柱与壳体相切，相对赤道平面的垂线向内倾斜2°～3°，因而在连接处可产生一向心水平力，增加了基础的稳定性。
CAS号：
性质：每两根支柱组成一组呈V字形结构，每组支柱与球形容器的赤道圈等距离相连，柱间无拉杆连接的一种球形容器柱式支座。其承受膨胀变形较好。并且由于支柱与壳体相切，相对赤道平面的垂线向内倾斜2°～3°，因而在连接处可产生一向心水平力，增加了基础的稳定性。
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