增大支撑预加轴力可以有效的控制连续墙的变形，减小墙身负弯矩。
Increasing brace pre axial force can effectively control the wall displacement and reduce negative bending moment.
过盈配合情况下（见第105和114页），轴向间隙减小，或者铰副预加负荷增加。
With tight fits (see pages 105 and 114) the axial clearance is reduced or the preload of the bearing pair increased.
针对布筋方式不同的预应力钢筋混凝土连续梁结构，采用力法分别求解其预加次内力。
Several types prestressing armoured concrete continuous beams are analysed. Hypo-internal force are separately calculated by introducing mechanics way.
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