The present application relates to a kind of mountainous large-span bridge transverse damping
system parameter solving method and
system, method includes: obtaining bridge structure, establish spatial finite
element model, obtain target design displacement, set the initial damping parameter of each position
damper of bridge;Actual displacement is calculated based on the damping parameter at this time, and the adjusted vector of
damper is obtained according to the difference between target design displacement and actual displacement, combined with adjusted vector and influence matrix, calculate the application vector, the adjusted damping parameter is calculated based on application vector, it is judged whether the adjusted damping parameter satisfies design requirement, if satisfy, then the adjusted damping parameter is regarded as final damping parameter, otherwise, repeat this step.Compared with prior art, the basic principle of influence matrix is used, the multi-
tower /
pier coupling effect in transverse damping
system and the strong nonlinear behavior of damping measure are considered, and the reasonable design parameters of damping system at each
tower /
pier position can be determined by the iterative calculation of fast and stable convergence.