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- W2391663902 abstract "Based on energy dissipation theory and seismic dynamic response analysis this paper studied on the variation trends of sliding block and the bridge span structures bearing under the different levels of seismic loading. The results revealed the sliding block relying on silpping generated friction force for consumption part of the seismic load in the earthquake,so the bridge span structures does not make more rigidity to generate huge earthquake force that feedback to the lower part of the piers and pile foundation,while sliding block controlled the bridge damage within a certain range,the block took on largely energy,causing the main structure small damage,more damaged block was carried up quick fix easily after the earthquake." @default.
- W2391663902 created "2016-06-24" @default.
- W2391663902 creator A5000105157 @default.
- W2391663902 date "2010-01-01" @default.
- W2391663902 modified "2023-09-27" @default.
- W2391663902 title "Mechanism of Sliding Block in Bridge Seismic Designing" @default.
- W2391663902 hasPublicationYear "2010" @default.
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