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着的影响外,端弯矩比对承载能力也有显着的影响。
it is shown that economical designs may be realized with semi-rigid connections by a variation of connection stiffness that balances the span and end moments in a beam.