摘要
采用模态Pushover方法计算一座桥梁结构的反应,并与标准Pushover方法及时程分析方法的计算结果进行了比较,结果表明模态Pushover分析对桥梁结构有较好的适用性和发展潜力,同时,讨论了这一方法需要改进的不足,以推广模态Pushover方法的应用。
Adapt the modal Pushover analysis procedure for the assessment of a bridges, this bridge is assessed using the static Pushover analysis, as well as the THA. Comparative evaluation of the calculated response of the bridge illustrates the applicability and potential of the modal Pushover method for bridges. Meanwhile, analysis the weak point of this method, so as to apply modal Pushover method.
出处
《山西建筑》
2011年第18期154-155,共2页
Shanxi Architecture
