The question whether the secondary moment is changing while loading is answered.It shows that the secondary moment is unaltered when increment method is adopted to study the beams.

 
  • 研究結果表明,在用增量法解預應力連續梁時(shí),可以不必考慮初始次彎矩是否變化的問(wèn)題,而將其作為一不變的量對待。
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