Parameter Sensitivity Analysis of Central Cable Plane Prestressed Concrete Cable-stayed Bridge Based on Response Surface Methodolog
This paper conducts parameter sensitivity analysis of central cable plane prestressed concrete cable-stayed bridge through Response Surface Methodology.By introducing response surface model,the influence of different parameters on the performance of cable-stayed bridge is studied,and the engineering effect is evaluated and analyzed.The research results show that the change of parameters can significantly affect the structural behavior and load transfer performance of cable-stayed bridges.According to the results of parameter sensitivity analysis,some optimization measures and improvement suggestions are put forward for reference.
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