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- W2356552450 abstract "For deployable structures,some special structures,such as,cables and membranes are used to achieve their design performance.These cable and membrane components show different tensile and compressive properties.The differences in tension and compression bring strong nonlinear behaviors and effective numerical methods are needed.Dynamic parametric variational principle for trusses with different stiffnesses in tension and compression was established and the nonlinear dynamic analysis of these trusses could be transformed into a complementary problem.Based on the time finite element method,a symplectic method for solving this problem was established.It was shown that the proposed numerical method is stable and efficient,and it does not need iterations and update of stiffness matrix." @default.
- W2356552450 created "2016-06-24" @default.
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- W2356552450 date "2013-01-01" @default.
- W2356552450 modified "2023-10-03" @default.
- W2356552450 title "Dynamic parametric variational principle and symplectic algorithm for trusses with different tensional and compressional stiffnesses" @default.
- W2356552450 hasPublicationYear "2013" @default.
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