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- W758941732 abstract "In this paper, the method to consider the linearly varying distributed load in the secondorder inelastic frame analysis is provided. The deflection equation of a member under a linearly varying distributed load is derived and then based on this equation the effect of the linearly varying distributed loads is considered by modifying the moment-deflection equation that includes the stability functions. The fixed end moment that is added to the original moment is dependent on the existense of a plastic hinge and the location of a plastic hinge. The location and amount of the maximum moment except the end moment in a member are calculated. After that the real maximum moment can be obtained by comparing the moments. Finally, when the tangent stiffness matrix is used in each iteration, the tangent stiffness relationship is modified due to the linearly varying distributed load. Several examples are presented to investigate the proposed procedure." @default.
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- W758941732 date "1998-01-01" @default.
- W758941732 modified "2023-09-23" @default.
- W758941732 title "Method for Linearly Varying Distributed Loads in the Second-Order Inelastic Frame Analysis" @default.
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