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1)  steel and concrete composite members
钢-混凝土组合构件
1.
In this paper,according to the research work of the authors,the applications of plastic-damage model in analysis for static behaviour of steel and concrete composite members,including concrete filled steel tube column,hollow steel tube filled with steel-reinforced concrete column and steel tube-reinforced concrete column,are presented.
计算结果表明,在准确合理建模和设置参数的前提下,可以利用ABAQUS中的塑性损伤模型准确地模拟钢-混凝土组合构件的静力性能,从而减小实验工作量,节约开支。
2)  FRP-concrete-steel composite member
FRP-混凝土-钢管组合构件
3)  composite steel tube and concrete component
钢管混凝土复合构件
1.
On the basis of the planned world highest tower,Zhoushan transmission tower,experimental studies on nodes using composite steel tube and concrete components are carried out,and the comparison of finite element calculation and test data indicates that the structure has excellent load carrying capability.
以规划中的世界第1高塔——舟山大跨越输电塔为背景,对采用钢管混凝土复合构件时的节点进行试验研究,通过有限元计算与试验结果的比较,表明该结构具有优良的承载能力。
4)  concrete-filled thin-walled steel composite structure
薄钢-混凝土组合结构
5)  light-weight steel concrete composite structure
轻钢-混凝土组合结构
6)  steel-concrete composite frame structure
钢-混凝土组合框架结构
1.
Elastic-plastic earthquake response of steel-concrete composite frame structure;
钢-混凝土组合框架结构的地震弹塑性时程分析
补充资料:[3-(aminosulfonyl)-4-chloro-N-(2.3-dihydro-2-methyl-1H-indol-1-yl)benzamide]
分子式:C16H16ClN3O3S
分子量:365.5
CAS号:26807-65-8

性质:暂无

制备方法:暂无

用途:用于轻、中度原发性高血压。

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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