柔性横系梁钢管混凝土双柱墩抗震性能分析  

Seismic Performance Analysis for Concrete-filled Steel Tube Double-column Piers of Link Beam

作　　者：何超[1] 李洋[1] 

机构地区：[1]长安大学公路学院,陕西西安710064

出　　处：《现代交通技术》2015年第2期28-31,共4页Modern Transportation Technology

摘　　要：基于Pushover分析方法与滞回分析,探索柔性横系梁对钢管混凝土双柱式桥墩抗震性能的影响,采用非线性纤维梁柱单元,建立单柱墩、柔性横系梁双柱墩和刚性横系梁双柱墩模型,并进行计算对比分析,研究横系梁刚度的变化对墩顶位移能力、位移延性系数及滞回性能的影响。结果显示,随横系梁刚度增大,墩顶的位移延性能力减小,位移延性系数增大,桥墩水平承载能力提高,同时滞回耗能性能提高。Based on pushover analysis and hysteretic analysis method, this paper explored effect of link beam on seismic performance of circular concrete-filled steel tube double-column bent. The non-linear fiber beam column element was applied to construction of three respective models： single-column bent model, link beam double-column model and rigid link beam double- column model. It studied the difference of capacity on the top pier, displacement ductility factor and hysteretic behavior by changing the stiffness of link beam. The results indicated that with the increasing stiffness of link beam, displacement ductility factor capacity on the top pier decreased, while displacement ductility factor, load-carrying capacity of piers and the hysteretic behavior gradually increased.

关 键 词：PUSHOVER分析 滞回性能 横系梁 抗震性能 位移延性系数 

分 类 号：U442.55[建筑科学—桥梁与隧道工程]