【摘要】 以框架式钢管混凝土桥墩及钢筋混凝土空心薄壁墩为研究对象,采用纤维单元建立了框架式钢管混凝土桥墩及钢筋混凝土空心薄壁墩的非线性动力分析模型,输入3条地震波,计算得到了框架式钢管混凝土桥墩与钢筋混凝土空心薄壁墩的线性及非线性地震时程响应,比较了不同类型桥墩地震响应的差异,讨论了框架式钢管混凝土桥墩的地震反应特点。更多还原

【Abstract】 Taking concrete-filled steel tubular frame pier and hollow thin-walled pier as the research projects,the dynamic time-history analysis models are established by using the fiber element for concrete-filled steel tubular frame pier and hollow thin-walled pier.By inputting 3 actual seismic waves into the analysis models,the linear and nonlinear time-history response is analyzed respectively.Based on the analysis results,the effect of seismic response for different piers is compared,and seismic response characteristics of frame pier are discussed.The results show that shear response appears linear distribution,moment response represents serrated distribution and axial force response emerges stepwise increase along the column height for frame pier under the action of waves.Shear,moment and axial force response of one column of frame pier are relatively smaller compared with hollow thin-walled pier under the action of waves.更多还原