斜拉桥的力学分析

Cheng Tie, Zhou Ruichuan
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引用次数: 1

摘要

斜拉桥,又称斜拉桥,是由箱梁与多根缆索直接连接塔架的一种桥梁,是由塔架的压力、缆索的拉力和梁的弯曲承受力组成的一种结构体系。它可以看作是一个连续的多跨弹性支撑梁,而不是一个墩。它可以减少梁的弯矩,降低建筑物的高度,减轻结构的重量,节省材料。斜拉桥是一种新型的桥梁结构形式,桥梁结构受力特殊而复杂,桥面横向荷载和活荷载是通过斜拉桥塔身来平衡的,通过斜拉桥斜拉桥的一般理论来分析斜拉桥,关键是要考虑主塔身的倾斜,进一步进行斜拉桥的受力分析,得出斜拉桥的力学分析方法。
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Mechanical Analysis of Stayed Bridge
Cable stayed bridge, also known as the cable-stayed bridge is of box girder with many cable directly to the towers is a kind of bridge, is by the pressure of the tower, tension of cable and bending bearing beams of a structure system. It can be considered as a continuous beam of multi span elastic supports for the cable instead of a pier. It can reduce the moment of the beam, reduce the height of the building, it reduce the weight of the structure and save the material. Stayed Bridge is a new form of bridge structure, The bridge structure special and complex forces, The deck transverse load and live load is to balance by tilting tower, By the general theory to analyze the cable-stayed bridge stayed bridge, The key is to consider the main tower tilt, Leaning further stress analysis, drawn stayed bridge mechanics analysis method.
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