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- W1630823105 abstract "Yang-Cheng Wang Graduate Research Assistant Department of Civil Engineering University of Colorado at Denver 1200 Larimer St. Denver, CO. 80204 Cable-stayed bridges have become increasingly popular in recent years due to their efficient use of materials and due to their pleasant aesthetics. Cable-stayed bridges exhibit nonlinear behavior under normal design loads due to relatively large displacements, the interactionof strong axial and lateral loads on the deck, and the nonlinearities of the cables. The effect of these nonlinearities on their dynamic behavior has not been addressed adequately. In this paper the effects of axial loads and cable pretension on the dynamic characteristics of the Quincy Bayview Bridge are demonstrated. The natural frequencies and mode shapes are found with and without the tiuence of the axial loads on the stiffness of the deck and pylons. The dynamic response of the bridge to moving loads is presented and the critical vehicle speeds are found. The results are compared to available distance between two consecutive nodes constant vehicle velocity the load at node i at time t vehicle weight total length of bridge distance of applied load from the left support mass matrix elastic stiffness matrix geometric stiffness matrix of load type B (dead load only) geometric stiffness matrix of load type C (cable pretension only) geometric stiffness matrix of load type D (dead load and cable pretension) displacement vector" @default.
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- W1630823105 date "1994-03-01" @default.
- W1630823105 modified "2023-09-24" @default.
- W1630823105 title "Nonlinear Dynamic Behavior of Cable-stayed Bridges" @default.
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