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- W2392736706 abstract "Based on the finite element model updating theory of the structure,the finite element model was established for the concrete box girder bridge converted from single beams to the precast continuous beams.By means of transverse distribution coefficients,the initial theory model was set up.According to the effect of variational material elastic modulus of every component related to the upper structure on the sensitivity of static test results,reasonable correction parameters and the objective function were selected for model correction.The results show that based on the static load test data of initial model correction,the computational errors of the static response can be obviously decreased from 1.28%to 0.52%between the calculated model and measured values,and the calculated frequency of the finite element model is more in line with measured frequency." @default.
- W2392736706 created "2016-06-24" @default.
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- W2392736706 date "2013-01-01" @default.
- W2392736706 modified "2023-09-25" @default.
- W2392736706 title "Finite Element Model Updating of Concrete Box-girder Bridge Converted from Single Beams to the Precast Continuous Beams" @default.
- W2392736706 hasPublicationYear "2013" @default.
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