Seismic response analysis of long span railway steel truss bridge 大跨度铁路钢桁桥地震响应分析
2.
Dynamic analysis of this bridge showed that the bridge ' s seismic response was small and flutter critical wind speed was improved to a high level 最后对该种桥型的空气动力稳定性进行了评估。证明大跨索桁桥是一种抗风性能优良的新桥型。