Comprehensive Seismic Response Analysis for Estimating the Seismic Behavior of Buried Pipelines Enhanced by Three-Dimensional Dynamic Finite Element Analysis of Ground Motion and Soil Amplification
Comprehensive Seismic Response Analysis for Estimating the Seismic Behavior of Buried Pipelines Enhanced by Three-Dimensional Dynamic Finite Element Analysis of Ground Motion and Soil Amplification
复制标题
地震动和土壤放大的三维动态有限元分析增强了综合地震反应分析,用于估计埋地管道的地震行为
DOI:
10.1115/1.4033250
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发表时间:
2016
期刊:
影响因子:
--
通讯作者:
Fumiki Ito and Iwao Suetomi
中科院分区:
文献类型:
--
作者:
Tsuyoshi Ichimura;Kohei Fujita;Pher Errol Quinay;Muneo Hori;Takashi Sakanoue;Ryo Hamanaka;Fumiki Ito and Iwao Suetomi
We demonstrate a comprehensive earthquake response analysis method for improving the seismic input force estimation of buried pipelines by combining ground motion and soil amplification analyses. Using this method, the seismic input force of an actual pipeline was estimated and its seismic performance was checked for a largest assumed seismic fault scenario. Three-dimensional inhomogeneity of ground and surface topography is known to greatly affect the results of ground motion and soil amplification analyses. To consider these effects, a linear wave propagation analysis using a 10 × 109degree-of-freedom three-dimensional finite element model was conducted for the ground motion analysis, and a nonlinear wave propagation analysis using an 80 × 106degree-of-freedom three-dimensional finite element model was conducted for the soil amplification analysis. The application example showed that three-dimensional inhomogeneity of ground and surface topology caused complex seismic input forces to buried pipelines, and demonstrated the effectiveness of the comprehensive seismic analysis method proposed in this study.