This research aims to numerically simulate the performance of the tested PC utility poles using Applied Element Method (AEM) and Finite Element Method (FEM). The simulation results demonstrate that both AEM and FEM effectively reproduce the load-displacement relationship observed in the test. Additionally, this study discusses the material models employed in simulations, considering the limitations inherent in numerical modeling.
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Numerical simulation on the seismic performance of PC utility poles on Shinkansen viaduct using AEM and FEM
Numerical simulation on the seismic performance of PC utility poles on Shinkansen viaduct using AEM and FEM
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Tìm kiếm theo từ khóa liên quan:
Applied Element Method Finite Element Method Prestressed concrete utility poles Seismic resistance Material modelsTài liệu có liên quan:
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