作者: K. Soyluk , A.A. Dumanoglu
DOI: 10.1016/S0141-0296(98)00126-6
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摘要: In this paper, asynchronous and stochastic dynamic analyses of a cable-stayed bridge are carried out using the finite element method. The Jindo Bridge, constructed in South Korea, is chosen as numerical example. analysis, various wave velocities used for travelling ground motion. Displacements internal effects obtained both methods, compared with each other. It observed that velocity motion greatly influences response Bridge.