The nonlinear analysis of pounding between bridge deck segments subjected to multi-support excitations and multi-dimensional earthquake motion was performed.A novel bottom rigid element(BRE)method of the current displ...The nonlinear analysis of pounding between bridge deck segments subjected to multi-support excitations and multi-dimensional earthquake motion was performed.A novel bottom rigid element(BRE)method of the current displacement input model for structural seismic analysis under the multi-support excitations was used to calculate structural dynamic response.In the analysis,pounding between adjacent deck segments was considered.The seismic response of a multi-span bridge subjected to the multi-support excitation,considering not only the traveling-wave effect and partial coherence effect,but also the seismic non-stationary characteristics of multi-support earthquake motion,was simulated using finite element method(FEM).Meanwhile,the seismic response of the bridge under uniform earthquake was also analyzed.Finally,comparative analysis was conducted and some calculation results were shown for pounding effect,under multi-dimensional and multi-support earthquake motion,when performing seismic response analysis of multi-span bridge.Compared with the case of uniform/multi-support/multi-support and multi-dimensional earthquake input,the maximum values of pounding force in the case of multi-support and multi-dimensional earthquake input increase by about 5 8 times;the absolute value of bottom moment and shear force of piers increase by about50%600%and 23.1%900%,respectively.A conclusion can be given that it is very necessary to consider the pounding effect under multi-dimensional and multi-support earthquake motion while performing seismic response analysis of multi-span bridge.展开更多
为了更直观、准确地表达和展示地震作用下城市燃气管网在实际地理环境中的空间关系及震害评估分析结果,基于VTK库、Adobe After Effects软件及Python语言提出了一种可全历程展示燃气管网在非一致地震激励下应变及破坏状态三维动态的可...为了更直观、准确地表达和展示地震作用下城市燃气管网在实际地理环境中的空间关系及震害评估分析结果,基于VTK库、Adobe After Effects软件及Python语言提出了一种可全历程展示燃气管网在非一致地震激励下应变及破坏状态三维动态的可视化模型方法。该方法包括3个模块:非一致地震激励下管网的基础数据提取及震害预测、三维可视化模型建立以及三维动态可视化模型建立。以西南某地区埋地燃气管网为例进行三维动态可视化模拟,立体直观展示该市管网在非一致地震激励下不同位置的应变响应及破坏情况,展示了该方法的三维动态可视化效果。展开更多
基金Project(51078242)supported by the National Natural Science Foundation of China
文摘The nonlinear analysis of pounding between bridge deck segments subjected to multi-support excitations and multi-dimensional earthquake motion was performed.A novel bottom rigid element(BRE)method of the current displacement input model for structural seismic analysis under the multi-support excitations was used to calculate structural dynamic response.In the analysis,pounding between adjacent deck segments was considered.The seismic response of a multi-span bridge subjected to the multi-support excitation,considering not only the traveling-wave effect and partial coherence effect,but also the seismic non-stationary characteristics of multi-support earthquake motion,was simulated using finite element method(FEM).Meanwhile,the seismic response of the bridge under uniform earthquake was also analyzed.Finally,comparative analysis was conducted and some calculation results were shown for pounding effect,under multi-dimensional and multi-support earthquake motion,when performing seismic response analysis of multi-span bridge.Compared with the case of uniform/multi-support/multi-support and multi-dimensional earthquake input,the maximum values of pounding force in the case of multi-support and multi-dimensional earthquake input increase by about 5 8 times;the absolute value of bottom moment and shear force of piers increase by about50%600%and 23.1%900%,respectively.A conclusion can be given that it is very necessary to consider the pounding effect under multi-dimensional and multi-support earthquake motion while performing seismic response analysis of multi-span bridge.
文摘为了更直观、准确地表达和展示地震作用下城市燃气管网在实际地理环境中的空间关系及震害评估分析结果,基于VTK库、Adobe After Effects软件及Python语言提出了一种可全历程展示燃气管网在非一致地震激励下应变及破坏状态三维动态的可视化模型方法。该方法包括3个模块:非一致地震激励下管网的基础数据提取及震害预测、三维可视化模型建立以及三维动态可视化模型建立。以西南某地区埋地燃气管网为例进行三维动态可视化模拟,立体直观展示该市管网在非一致地震激励下不同位置的应变响应及破坏情况,展示了该方法的三维动态可视化效果。
