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- W2359420967 abstract "The Niulanjiang Bridge,which is located in Ludian county,Yunnan Province,is a triplet(90 m + 170 m + 90 m)prestressed-concrete rigid frame bridge.The thin-walled hollow concrete piers are 128m high.In order to study the seismic performance of concrete rigid frame bridge with super high piers and long spans,in field modal identification was carried out on the Niulanjiang Bridge.Through reasonable selection of sensors and data loggers as well as appropriate arrangement of measuring points,difficulties of weak signal,low frequency,and large measurement distance were overcome,and high quality data that reflect the bridge's modes were obtained.With the mode shapes from numerical analysis and the measurement data,multiple modes in vertical,transverse and longitudinal directions of the bridge were determined.Because in configuration the bridge has the least restraints in the transverse direction,with the similar characteristic to that of a cantilever beam,it would be relatively weak in this direction.The mode results confirmed this judgment.These measurement results can be a good reference to designers of this bridge and other similar bridges." @default.
- W2359420967 created "2016-06-24" @default.
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- W2359420967 date "2012-01-01" @default.
- W2359420967 modified "2023-09-24" @default.
- W2359420967 title "Modal parameters identification of a typical reinforced concrete rigid frame bridge with super high piers and long spans" @default.
- W2359420967 hasPublicationYear "2012" @default.
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