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大跨度钢管混凝土拱桥空间地震反应分析
Three-Dimensional Seismic Responses of Long-Span CFST Arch Bridge
【摘要】 将大跨钢管混凝土拱桥———龙潭河大桥简化为空间动力计算有限元模型,以弹簧作为考虑基础 结构相互作用的边界条件,用空间迭代算法程序计算其自振特性,用Wilson θ程序计算其地震作用下空间几何非线性反应.计算结果表明,基础 结构相互作用对各阶频率、轴力和力矩以及跨中位移均有影响.
【Abstract】 A longspan concrete filled steel tube (CFST) arch bridge, Longtan river bridge, is simplified into a space FEM model to calculate the dynamic responses to seismic an input. In the model, the boundaries between the foundations and the structure are considered to be connected with springs. The natural vibration frequencies are calculated with a space iteration program compiled by the authors, and threedimensional geometric nonlinear seismic responses are analyzed with Wilsonθ method. Calculating results show that the interaction between founders and the structure influences frequencies of all orders considered, axial forces and moments, and midspan displacements.
【Key words】 arch bridge; seismic response analysis; finite elements; concrete filled steel tube; geometric non-linearity; foundation-structure interaction;
- 【文献出处】 西南交通大学学报 ,Journal of Southwest Jiaotong University , 编辑部邮箱 ,2003年01期
- 【分类号】U442.55
- 【被引频次】67
- 【下载频次】202