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装配式钢筋混凝土管型通道地震响应分析
引用本文:颜丹青,王建国,胡可. 装配式钢筋混凝土管型通道地震响应分析[J]. 合肥工业大学学报(自然科学版), 2012, 0(1): 95-98
作者姓名:颜丹青  王建国  胡可
作者单位:芜湖市重点工程建设管理局;合肥工业大学土木与水利工程学院;安徽省交通投资集团
基金项目:安徽省交通投资集团科研资助项目
摘    要:文章通过沿人工边界设置一系列由弹簧和阻尼器组成的简单物理元件的黏弹性人工边界来模拟无限地基,建立了土-装配式钢筋混凝土管型通道地震动力相互作用的二维有限元模型。利用ANSYS中APDL参数化语言编制了相应的程序,对某装配式钢筋混凝土管型通道进行了地震响应分析,探讨了其动力反应特性及动力响应规律,以期对实际工程建设有所裨益。

关 键 词:装配式管型通道  二维接触模型  土-结构相互作用  黏弹性人工边界  地震响应

Seismic response analysis of prefabricated reinforced concrete tubular channel
YAN Dan-qing,WANG Jian-guo,HU Ke. Seismic response analysis of prefabricated reinforced concrete tubular channel[J]. Journal of Hefei University of Technology(Natural Science), 2012, 0(1): 95-98
Authors:YAN Dan-qing  WANG Jian-guo  HU Ke
Affiliation:1.Administration Bureau of Key Project Construction of Wuhu City,Wuhu 241001,China;2.School of Civil and Hydraulic Engineering,Hefei University of Technology,Hefei 230009,China;3.Anhui Transportation Investment Group,Hefei 230088,China)
Abstract:A viscoelastic artificial boundary composed of a set of viscous-spring and damper that is set along the artificial boundary is used to simulate the infinite soil foundation.A two-dimensional finite element contact model for the seismic analysis of soil and prefabricated reinforced concrete tubular channel is presented.By using the parametric design language APDL in ANSYS program,the corresponding analysis program is designed.The seismic response of a prefabricated reinforced concrete tubular channel is analyzed,and the discipline and feature of its dynamic response are discussed.The conclusions can be useful to the engineering construction.
Keywords:prefabricated tubular channel  two-dimensional contact model  interaction of soil and structure  viscoelastic artificial boundary  seismic response
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