Dynamic Property Analysis of Rigid Frame Bridge With Thin-wall High Piers
Qian Ji-zhang
Abstract
Qian Ji-zhang
Abstract
A rigid frame bridge with thin-wall high piers was taken as a research project.The space model of the structure was built up by utilizing the finite element program ANSYS and the dynamic property of bridge was calculated,and the frequencies and mode shapes of the bridge were obtained.A useful attempt about this type of bridge is made for a seismic and wind resistance design.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
A rigid frame bridge with thin-wall high piers was taken as a research project.The space model of the structure was built up by utilizing the finite element program ANSYS and the dynamic property of bridge was calculated,and the frequencies and mode shapes of the bridge were obtained.A useful attempt about this type of bridge is made for a seismic and wind resistance design.
Key concepts: Rigid frame, Structural engineering, Bridge (graph theory), Finite element method, Frame (networking), Pier, Property (philosophy), Mode (computer interface)