1) separate bearing of load by cable and beam
索梁分载
1.
From this viewpoint, a new design approach and theory on generalized prestress structures (so called separate bearing of load by cable and beam) is proposed and researched the basis of prestress magnitude.
结合现代预应力结构现存和发展的特点,将预应力概念和理论进行扩展和延伸为广义预应力,并提出和研究以荷载预应力度为基础的现代广义预应力结构设计法——索梁分载法,开辟设计和理论新概念、新思路。
2) loading method distribution to cable-beam
索梁分载法
3) cable/beam live-load ratio
索梁活载比
1.
According to the characteristics of cable-stayed bridges and extradosed cablestayed bridges,the concept of cable/beam live-load ratio is introduced to analyse the response of cable and beam under uniform live load.
针对斜拉桥和矮塔斜拉桥的特点,研究了均布荷载作用下索梁的荷载响应,提出索梁活载比概念,并推导出计算公式,比较了该公式和有限元计算结果。
2.
The extradosed cable-stayed bridge is a new kind of bridge and for which the concept of cable/beam live-load ratio was put forward.
索梁活载比是针对新桥型——矮塔斜拉桥提出的一个概念。
4) dead load ratio between cable and girder
索梁恒载比
5) ring-beam load-shared theory
环-梁分载
补充资料：梁·分宫女
【诗文】：
涤荡齐宫法令新，分张宫女二千人。
可怜无限如花貌，重见世间桃李春。
【注释】：
【出处】：
全唐诗：卷767-55
涤荡齐宫法令新，分张宫女二千人。
可怜无限如花貌，重见世间桃李春。
【注释】：
【出处】：
全唐诗：卷767-55
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