钢箱梁与钢桁架人行天桥力学性能对比分析

摘要

为了分析并对比钢箱梁与钢桁架人行天桥的力学性能，建立了两者的ANSYS有限元计算模型，通过静力分析，得出钢桁架人行天桥的承载力更大，通过动力特性分析，钢桁架人行天桥较钢箱梁人行天桥更易产生扭转，且钢箱梁的自振频率较钢桁架的自振频率要大。%In order to analyze and contrast the steel box girder and steel truss pedestrian bridge mechanical properties,the ANSYS finite element calculation model is established,by static analysis,we can draw the steel truss of pedestrian bridge bearing capacity is larger,through the analy-sis of the dynamic characteristics of the pedestrian steel truss bridge with steel box girder footbridge reverse easier to be produced,and the natural frequency of vibration of the steel box girders for bigger than the natural frequency of vibration of steel truss.