摘要
从圆形偏心受压构件计算的原理入手,结合新旧规范中圆形偏心受压构件的计算公式,对简化方式和内容进行了公式推导,并结合算例对比新旧两版规范中计算结果的差距。
Circular eccentrically loaded members in the old and new specifications,the simplified method and content are derived,and the difference between the calculation results in the old and new specifications is compared with an example.
作者
林子力
宋煜阳
LIN Zi-li;SONG Yu-yang(Broadvision Engineering Consultants,Kunming 650041,China)
出处
《工程建设与设计》
2021年第4期7-8,11,共3页
Construction & Design for Engineering
关键词
圆柱墩
偏心受压
承载力
cylinder block
eccentric compression
the bearing capacity
