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- W2370167897 abstract "The criteria of dynamic stability of leaning-type arch bridge were worked out on the basis of the Lyapunov theory of motion stability. The dynamic characteristic time-history curves and dynamic buckling modes were presented under the seismic exercitation in longitudinal,transverse and vertical direction of the bridge by means of seismic time history buckling analysis. The influence of variation of the angle of inclined arch rib on dynamic stability was also studied. The results show that vertical direction is the worst seismic exercitation direction of leaning-type arch bridge for the dynamic stability,stiffness of arch ribs in transverse direction can improve efficiently and the coefficient of dynamic stability of the bridge can increase gradually with the increase of inclined angle of stability arch rib." @default.
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- W2370167897 date "2010-01-01" @default.
- W2370167897 modified "2023-09-23" @default.
- W2370167897 title "Dynamic stability of leaning-type arch bridge under earthquake" @default.
- W2370167897 hasPublicationYear "2010" @default.
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