member-end moments 杆端弯矩
The fixed end moments acting on the member are ignored for the moment.
作用于该杆上的固端力矩暂且都不考虑。
The fixed end moments acting on the member are ignored for the moment .
作用于该杆上的固端力矩暂且都不考虑。
Test results show that not only the slenderness ratio and eccentricity ratio affect the load-carrying capacity of columns, but also the end moments as well.
试验结果表明,除了长细比和偏心率对试件承载能力有显著的影响外,端弯矩比对承载能力也有显著的影响。
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