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应用G-M法来解决不等高度T形截面简支梁桥各主梁刚度差别大、长宽比又小时荷载横向分布所带来的误差问题。
The G-M method is used to solve the error caused by the large lateral stiffness difference and the aspect ratio of the transverse load distribution in the case of unequal height T-section simply supported girder bridges.