摘要

Study on how structural parameter uncertainty influences the structural dynamic properties of bridges has significant importance, such as providing guidance for the seismic-resistant and wind-resistant design, structural dynamic optimization, etc. Global sensitivity analysis (GSA) can be applied to evaluate the effects of individual uncertain parameters and interaction effects among parameters on the overall uncertainty in structural dynamic properties of bridges, thereby ranking the relative importance of uncertain parameters. However, GSA has the disadvantage of high computational cost, which will hinder its wide application to sensitivity analysis of uncertainty in structural dynamic properties of bridges. This paper develops an analytical GSA method based on Gaussian process model, aiming at efficiently and effectively performing sensitivity analysis of uncertainty in structural dynamic properties of bridges.