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- W2378603624 abstract "Based on the equation of updated Lagrangian formulation,through mixed finite element method,buckling analyses of linearity,geometric nonlinearity,material nonlinearity,geometric and material nonlinearity about the system of two spans with one tower for cable-stayed space truss are investigated by use of spatial and planar model.The ultimate load carrying capacity is achieved.It is shown that safety factor of the spatial model is lower than that of the planar model.Safety factors of the two models have greater distinction between the buckling analyses of the linearity and the geometric nonlinearity,but these are closer between the material nonlinearity,and the geometric and material nonlinearity.The geometric nonlinearity has less influence and the ultimate load carrying capacity is mainly controlled by the material nonlinearity.Plastic zones of the space truss are presented in the chords of 5/8—3/4 main span from tower,the chords near tower and the chords next to cables.In addition,the effects of different parameters,such as heights of tower and truss,distances between cables as well as cable stiffness,on the ultimate bearing capacity of the cable-stayed space truss are discussed,in which the distance between cables is more important." @default.
- W2378603624 created "2016-06-24" @default.
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- W2378603624 date "2010-01-01" @default.
- W2378603624 modified "2023-09-27" @default.
- W2378603624 title "Analysis of Ultimate Load Carrying Capacity of System of Two Spans with One Tower for Cable-Stayed Space Truss" @default.
- W2378603624 hasPublicationYear "2010" @default.
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