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- W2355013617 abstract "Through simultaneously considering geometric non-linear and material non-linear,the dynamic responses of single-layer spherical latticed shells subjected to harmonic loads and step loads were researched respectively,and the most unfavorable dynamic loads of the structure were analyzed.Under the analysis of dynamic behavior of single-layer spherical latticed shells subjected to harmonic loads with different frequency and step loads with different duration,the relationships between the structural dynamic response and its self vibration characteristic,as well as the load frequency characteristic were built up,by which the most unfavorable loads of single-layer spherical latticed shells were determined.The results show that under either horizontal harmonic loads or vertical harmonic loads,when the excitation load frequency is closed to the natural frequency which corresponds to the largest vibration mode participation coefficient in the direction of excitation,the limit harmonic load is the lowest;when the duration of step load is closed to the half of natural period which is versus the largest modes of vibration participation coefficient in the direction of excitation,the limit step load is the lowest." @default.
- W2355013617 created "2016-06-24" @default.
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- W2355013617 date "2007-01-01" @default.
- W2355013617 modified "2023-09-24" @default.
- W2355013617 title "Analysis of the Most Unfavorable Simple Dynamic Loads for Single-layer Spherical Latticed Shells" @default.
- W2355013617 hasPublicationYear "2007" @default.
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