本文主要針對具有斜腹鈑之曲線U型樑橋，利用最小總勢能理論、初參數法、彈性基礎梁理論及薄壁梁理論來建立完整之應力分析模式，並據已探討比較腹鈑傾斜度、梁跨曲率與橫隔梁間距變化對曲線U型梁中各項斷面應力之影響。 The theories of the minimum total potential energy, the beam onelastic fundation and the thin walled girders are used to establishthe stress analysis model for the curved U-girder bridges withinclined web plate. And then the stresses in the curved U-girder willbe discussed with the effects of top lateral bracing, the inclinationof and the spacing of diaphragm.
關聯:
八十九年度中華民國力學學會年會暨第二十四屆全國力學會議論文集=24th National Conference on Applied and Theoretical Mechanics
