In this paper, a catastrophe model of sine flatarch jumping bend is established.
文中建立的正弦形扁拱跳跃屈曲突变模型可以清晰地阐明扁拱失稳的物理意义。
2
The main bridge of Dalian Quanshui No. 4 Bridge is a box-section prestressed steel concrete two-hinged flatarch bridge with 88m span and 1/12 rise-to-span ratio.