摘要
对框架结构梁端弯矩应如何调幅问题做一探讨,对以往设计提出修正性的建议。
The paper discusses how to regulate the amplitude of bending moment within beam end for frame structure, and presents revisal suggestions for previous designs.
出处
《本溪冶金高等专科学校学报》
2003年第1期29-30,46,共3页
Journal of Benxi College of Metallurgy
关键词
框架结构
梁端弯矩
强柱弱梁
弯矩调幅
荷载最不利分布
钢筋混凝土
The Bending moment within beam end
Stronger column with weaker beam
Amplitude regulation of bending moment
The most unfavourable distribution under loading
