马英锋, 涂鸣. 无粘结预应力混凝土简支梁(板)设计优化[J]. 北京工业大学学报, 1999, 25(4): 123-127.
    引用本文: 马英锋, 涂鸣. 无粘结预应力混凝土简支梁(板)设计优化[J]. 北京工业大学学报, 1999, 25(4): 123-127.
    Ma Yingfeng, Tu Ming. An Optimal Design Method for the Unbonded Prestressed Concrete Simply Supported Beam (Slab)[J]. Journal of Beijing University of Technology, 1999, 25(4): 123-127.
    Citation: Ma Yingfeng, Tu Ming. An Optimal Design Method for the Unbonded Prestressed Concrete Simply Supported Beam (Slab)[J]. Journal of Beijing University of Technology, 1999, 25(4): 123-127.

    无粘结预应力混凝土简支梁(板)设计优化

    An Optimal Design Method for the Unbonded Prestressed Concrete Simply Supported Beam (Slab)

    • 摘要: 利用优化方法理论,确定合适的截面和配筋,是解决无粘结预应力混凝土结构造价过高的方法.基于这种思想,利用平衡荷载的概念,借助优化区域极值的方法,首次提出了活载的经济比例系数的概念,它不同于以往经验取值的地方在于由经济比例系数直接可以计算经济截面和配筋,不必再进行试算.

       

      Abstract: To minimize high production cost brought by using the unbonded prestressed concrete, it needs to be calculated right size of the section and matching tendons with the aid of optimization theory. Starting from this point, with the concept of balance load, an economical ratio coefficient of life load is unprecedently Put forth by means of extreme value in optimal area.This method directly economizes the size and tendon by using the economical ratio coefficient, which differs from the trial calculation approach honoured in the past.

       

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