并介绍了加强式结构岔管的加强梁的计算界面。
And introduces calculation interface of reinforced girder about manifold of reinforced structure.
指出了隧洞岔管加强梁传统设计方法中存在的问题。
In this paper pointed out are the problems existing in the classical design method of tunnel distributor boost beams.
所述后地板加强梁上的一平面为后弹簧支座面，后弹簧安装在后弹簧支 座面的下表面；
One plane of the rear-floor strengthening beam is a rear spring supporting seat surface, the rear spring is installed at the lower surface of the rear spring supporting seat surface;
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