cantilever girder造句

• Gm ( 1 , h ) model , considering the temperature variation influence on long cantilever girder , is proposed to solve the fitting and predication problem of flexbility deformation for the first time . after the applications , it shows higher precision and wider application prospect in small quantity data condition . the model would be popularized for cable - stayed bridge and continuous beam bridge
  本文首次提出使用gm ( 1 ， h )模型，解决考虑温度影响时长悬臂梁体挠度值的拟合与预测问题，从实际的计算结果来看，该方法应用于少数据量情况下梁体挠度值的拟合与预测，具有较高的精度和较广的应用前景，可推广到斜拉桥和连续梁桥施工挠度的预测计算中。