1) moment redistribution
弯矩重分布
1.
Based on the moment redistribution of two span reinforced concrete continuous beam with constant cross section, the calculation method of moment redistribution for partially prestressed concrete continuous beams with varying height of section along the longitudinal direction is derived.
从两跨等截面的普通钢筋混凝土连续梁的弯矩重分布出发 ,推导并提出变截面部分预应力混凝土连续梁弯矩重分布的计算方法 ,以期在以后进一步试验研究的基础上得出能用于设计的计算公
2.
The moment redistribition in externally prestressed concrete continuous beams was investigated in this paper,and the influence of secondary moment upon moment redistribution was also discussed in this paper a non-linear Strut and Tie model, which can be used to analyze the moment redistribition of externally prestressed concrete continuous beams,was presented.
探讨了无粘结部分预应力混凝土连续梁的弯矩重分布问题，涉及了弯矩重分布中预加力次力矩的影响。
3.
Most of the research on moment redistribution is based on continuous beam structures, a little on prestressed concrete frames.
预应力框架中塑性铰形成的位置不同,弯矩重分布的方向和能力也不相同。
3) redistribution of bending moment
弯矩重分布
1.
The load deflection curves and the redistribution of bending moment were recorded.
完成了四片高强混凝土—钢纤维高强混凝土变截面预应力连续梁的静载试验 ,记录了四片梁的弯矩—挠度曲线及弯矩重分布过程 ,指出了弯矩重分布是与裂缝的出现和发展密切相关的 ;讨论了部分预应力比 PPR对连续梁内力重分布的影响 ;最后对四片试验梁进行了材料非线性分析。
4) bending moment distribution
弯矩分布
5) distributed bending moment
分布弯矩
1.
In this paper, the reciprocal theorem is applied to research on the bending problem of rectangular plates with opposite simple supported and clamped edges under distributed bending moment and a concentrated bending moment acting at any of its points, the accurate solution of the problem are given.
应用功的互等定理研究了在分布弯矩与任一点集中弯矩共同作用下对边简支另一对边固定的矩形板的弯曲问题,给出了该问题的精确解。
6) Region of negative bending moment
负弯矩分布区
