... height of segment ==> 拱高 height of support ==> 支座高度 height of symphysis ==> 下颌联合高 ...
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在试验中，预应力次弯矩是通过调整支座高度来实现的。
In the test, the prestressed secondary moment is established by adjusting middle support height.
可调高度的支座材料是混凝土墩。
The supports which are height adjustable are anchored to concrete pier foundations.
利用内外筒支座条件和截面高度随内力变化的方法设计预应力折线板楼盖。
Taking advantage of bearing factor and the changed section according to internal forces, prestressed folded concrete floor is designed.
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