长悬臂悬廊桥的受力性能研究

Study on Stress Performance of Long Cantilever Suspension Covered Bridge

摘要:

长悬臂玻璃悬廊桥以其新颖的造型成为各景区吸引游客的亮点，以桐庐垂云通天河景区玻璃悬廊桥为例，该桥的结构受力表现出复杂的空间力学特点，为详细了解该桥受力特点，采用采用midas/civil对其受力性能进行分析。经受力分析，该桥的整体受力性能良好。

Abstract:

The long cantilever glass suspension covered bridge with its novel shape has become the highlight of scenic spots to attract tourists. Taking the glass suspension covered bridge in Tonglu Chuiyun Tongtianhe Scenic Spot as an example, the structural stress of the bridge shows the complex spatial mechanical characteristics. In order to understand the stress characteristics of the bridge in detail, Midas/Civil is used to analyze its stress performance. By stress analysis, the overall stress performance of the bridge is good.