1) steel reinforced concrete L-shaped columns
钢骨混凝土L形截面柱
1.
Based on presumption of the plain cross section,the nonlinear full-range analysis is carried out for 15 steel reinforced concrete L-shaped columns(SRCLSC) whose sections are meshed by their edges.
基于平截面假定,以材料截面边界为计算单元,对15根钢骨混凝土L形截面柱进行非线性全过程数值分析。
2) L-shaped column composed of concrete-filled square steel tubes (LCFT)
L形截面方钢管混凝土组合异形柱(LCFT)
3) L-shaped steel reinforced concrete columns
钢骨混凝土L形短柱
4) L-section concrete-filled steel tube
L形截面钢管混凝土
1.
The interactions within the components of L-section concrete-filled steel tube (CFT) with binding bars subjected to axial load are analyzed.
分析了带约束拉杆L形截面钢管混凝土在轴压下的受力机理,在确定带约束拉杆L形截面钢管混凝土有效约束区域合理形状的基础上,将带约束拉杆L形截面钢管混凝土短柱划分成一个方形和两个带约束拉杆的矩形钢管混凝土短柱,对截开面的性质和截开面上的边界条件进行合理假设;借鉴约束混凝土的本构关系建立了带约束拉杆L形截面钢管混凝土的等效单轴本构关系,并根据试验数据确定了本构关系中的参数。
6) reinforced concrete special-shaped column
钢筋混凝土异形截面柱
1.
The pressure bearing properties of steel reinforced concrete special-shaped columns are analyzed via the testing studies of axial pressure bearing capacity of 6 steel reinforced concrete special-shaped columns and 2 common reinforced concrete special-shaped columns.
通过对6根型钢异形截面柱和两根普通钢筋混凝土异形截面柱的轴心承载力的试验研究,对型钢异形截面柱的受压性能进行分析,提出了型钢异形截面柱轴心受压承载力的计算公式,计算值与试验结果吻合较好。
补充资料：钢骨
1.钢筋。
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