1) simple H-steel reinforced concrete composite beam
H型钢混凝土简支组合梁
2) simply supported steel-concrete composite beam
钢-混凝土简支组合梁
1.
A method for optimization design of cross-section of simply supported steel-concrete composite beams considering interface slip is introduced.
以钢-混凝土简支组合梁造价为优化目标函数,在计算组合梁的变形时考虑了滑移效应对刚度的折减,采用复形法作为优化算法,用Matlab语言编制了计算程序。
5) U section steel-concrete composite beam
钢-混凝土组合U型梁
6) profiled steel concrete composite beam
型钢-混凝土组合梁
1.
Based on the loading mechanisms of profiled steel concrete composite beam and bonded steel frame beam,the load bearing limits of the two reinforcing methods are analyzed and compared,and their applicable scope are defined respectively.
基于型钢-混凝土组合梁和粘钢加固框架梁的受力机理,分析比较两种加固方法的承载力极限值,提出各自的适用范围。
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。
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。
参考词条