2) analysis of non-linear of reinforced concrete frame
钢筋混凝土框架非线性分析
1.
The completions of major tasks in this thesis are as follows:1、At present, based on ANSYS\'s analysis of non-linear of reinforced concrete frame, beam element or link -element modeling are mostly used and therefore they can not reflect the impact of steel bar on the frame or simulate such acts of reinforced concrete such as crushed concrete cracking.
本文完成主要工作如下:1、目前,基于ANSYS的钢筋混凝土框架非线性分析,大都使用梁单元或杆单元建模,因此无法反映钢筋对框架的影响并模拟混凝土开裂压碎等行为。
3) nonlinearity of reinforced concrete
钢筋混凝土非线性
4) large sectional reinforced concrete beam
大截面钢筋混凝土梁
5) 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：采用滑模工艺建造钢筋混凝土烟囱
采用滑模工艺建造钢筋混凝土烟囱
采用滑模工艺建造钢筋混凝土烟自
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