1) M-N diagram
M-N相关曲线
1.
Based on the basic formula of the cross section\'s load-bearing capacity by completely course theoretical analysis,using computer program to solve the balance equation of the load bearing capacity of lightweight aggregate concrete circular section members under eccentric loads,the relationship between moment M and axial load N is analyzed theoretically,and its M-N diagram is obtained.
利用M-N相关曲线进行截面设计,避免求解超越方程,使计算更为简便统一。
2) N-M related curve
N-M相关曲线
1.
Problems arise from the difference include the designing and checking of sections when compressive steels cannot yield,the N-M related curves of the eccentric compression members,the reason for introducing ee to the eccentric-compression members,the distribution of the concrete\'s strain,the minimum ratio of stirrup,etc.
混凝土结构设计原理的相关教材,对于双筋受弯构件与大偏压及大偏拉构件当x<2as′时的截面设计与复核、偏压构件的N-M相关曲线、大偏压构件ea的取值理由、偏压构件截面应变分布以及最小配箍率等问题的阐述彼此之间不一致,有些问题甚至与现行规范亦存在较大出入。
3) P-M interaction curve
P-M相关曲线
4) M-N- curve
M-N-曲线
5) N-M curves
N-M曲线
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