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 AmplificationSource: Journal of Pressure Vessel Technology:;2016:;volume( 138 ):;issue: 005::page 51801Author:Ichimura, Tsuyoshi
,
Fujita, Kohei
,
Errol Quinay, Pher
,
Hori, Muneo
,
Sakanoue, Takashi
,
Hamanaka, Ryo
,
Ito, Fumiki
,
Suetomi, Iwao
DOI: 10.1115/1.4033250Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: 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. Threedimensional 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 أ— 109 degreeoffreedom threedimensional finite element model was conducted for the ground motion analysis, and a nonlinear wave propagation analysis using an 80 أ— 106 degreeoffreedom threedimensional finite element model was conducted for the soil amplification analysis. The application example showed that threedimensional 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.
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| contributor author | Ichimura, Tsuyoshi | |
| contributor author | Fujita, Kohei | |
| contributor author | Errol Quinay, Pher | |
| contributor author | Hori, Muneo | |
| contributor author | Sakanoue, Takashi | |
| contributor author | Hamanaka, Ryo | |
| contributor author | Ito, Fumiki | |
| contributor author | Suetomi, Iwao | |
| date accessioned | 2017-05-09T01:32:56Z | |
| date available | 2017-05-09T01:32:56Z | |
| date issued | 2016 | |
| identifier issn | 0094-9930 | |
| identifier other | jmr_008_04_041018.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/162419 | |
| description abstract | 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. Threedimensional 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 أ— 109 degreeoffreedom threedimensional finite element model was conducted for the ground motion analysis, and a nonlinear wave propagation analysis using an 80 أ— 106 degreeoffreedom threedimensional finite element model was conducted for the soil amplification analysis. The application example showed that threedimensional 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. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | 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 | |
| type | Journal Paper | |
| journal volume | 138 | |
| journal issue | 5 | |
| journal title | Journal of Pressure Vessel Technology | |
| identifier doi | 10.1115/1.4033250 | |
| journal fristpage | 51801 | |
| journal lastpage | 51801 | |
| identifier eissn | 1528-8978 | |
| tree | Journal of Pressure Vessel Technology:;2016:;volume( 138 ):;issue: 005 | |
| contenttype | Fulltext |