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- W2389935125 abstract "Three dimensional modal pushover analysis(3D MPA) is a simple method for evaluating the seismic performance of irregular structures.The improvements of existing 3D MPA were done and outline that:(1)the exact vibration modes were replaced by load-dependent Ritz(LDR) vectors,the lateral load patterns based on the LDR vectors were established;(2)the target displacements corresponding to high order LDR vectors were magnified to include the influence of omitted load vectors.The example shows that the improved MPA method is of notable enhancement to accuracy and efficiency,and it is applicable to seismic response analysis of irregular high-rise structures." @default.
- W2389935125 created "2016-06-24" @default.
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- W2389935125 date "2009-01-01" @default.
- W2389935125 modified "2023-09-24" @default.
- W2389935125 title "Improvement of 3D Modal Pushover Analysis Method for Reinforced Concrete Structures" @default.
- W2389935125 hasPublicationYear "2009" @default.
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