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- W2376278391 abstract "In order to simulate the damage process of RC high bridge piers under static pushover loading,on the basis of the simulation analysis platform FENAP of RC fiber beam-column element,a practical high pier of mountain hollow bridge has been modeled and analyzed by using pushover analysis procedure.The complete damage process from concrete crack at the bottom of the pier to buckling of reinforcement to concrete crush at the compression zone is simulated according to the analysis of the force-displacement curve at structural member level,section level and fiber level.And the comparison results of OpenSees and FENAP show that FENAP could simulate the damage process and softening behavior of the high bridge piers effectively,and has a good precision.Furthermore,the influence of axial force ratio,concrete confinement effect and longitudinal reinforcement buckling effect are compared.The results show that the axial force ratio and confinement effect would significantly affect the damage process of high bridge pier,however,the effect of longitudinal reinforcement is small enough to be neglected." @default.
- W2376278391 created "2016-06-24" @default.
- W2376278391 creator A5052123587 @default.
- W2376278391 date "2010-01-01" @default.
- W2376278391 modified "2023-09-23" @default.
- W2376278391 title "Simulation and analysis of damage process of RC high bridge piers based on FENAP platform" @default.
- W2376278391 hasPublicationYear "2010" @default.
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