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- W2364909254 abstract "Seismic time-history response behavior analysis of long-span reinforced concrete box arch bridge is analyzed by using the modules developed with the program ANSYS for a reinforced concrete arch bridge which is being built.This bridge's span is 150 meters.Two acceleration time-history curves Tianjin wave and EL-Centro wave are chosen to analyze seismic time-history response by using uniform excitation and traveling-wave excitation.The results show that compared with the results got from the uniform excitation method,the moment at end arch and at l/4 span,the force at l/4 span both increase a lot,but the force at end arch and top arch,the moment at top arch decrease when the traveling-wave effect is considered." @default.
- W2364909254 created "2016-06-24" @default.
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- W2364909254 date "2007-01-01" @default.
- W2364909254 modified "2023-09-22" @default.
- W2364909254 title "Seismic Time-history Response Analysis of Long-span Arch Bridge" @default.
- W2364909254 hasPublicationYear "2007" @default.
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