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- W2359190529 abstract "Static elasto-plastic analysis(Pushover analysis) is a combination of nonlinear static analysis,which is becoming a popular tool for seismic performance evaluation of existing structures.In general,Pushover analysis is used to build structures,but execution method and expression styles in the bridges are different with the buildings.The procedure and principle are generalized for double column piers of passenger line,target displacement of destined intensity earthquake are determined by bonding capacity spectrum,seismic performance is evaluated by superimposing demand curve of the earthquake and structural capacity curve.The result demonstrates that the analysis of Pushover method in various lateral loading patterns has different values and the transverse seismic performance in small earthquake and rare earthquake can meet engineering requirements." @default.
- W2359190529 created "2016-06-24" @default.
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- W2359190529 date "2008-01-01" @default.
- W2359190529 modified "2023-09-27" @default.
- W2359190529 title "Application of Pushover Method to Seismic Resistant Performance Evaluation of Double Column Bridge Pier" @default.
- W2359190529 hasPublicationYear "2008" @default.
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