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摘要:
In this paper,the symplectic perturbation series methodology of the non-conservative linear Hamiltonian system is presented for the structural dynamic response with damping.Firstly,the linear Hamiltonian system is briefly introduced and its conser-vation law is proved based on the properties of the exterior products.Then the symplectic perturbation series methodology is proposed to deal with the non-conservative linear Hamiltonian system and its conservation law is further proved.The structural dynamic response problem with eternal load and damping is transformed as the non-conservative linear Hamilto-nian system and the symplectic difference schemes for the non-conservative linear Hamiltonian system are established.The applicability and validity of the proposed method are demonstrated by three engineering examples.The results demonstrate that the presented methodology is better than the traditional Runge-Kutta algorithm in the prediction of long-time structural dynamic response under the same time step.
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篇名 Symplectic perturbation series methodology for non-conservative linear Hamiltonian system with damping
来源期刊 力学学报(英文版) 学科
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年,卷(期) 2021,(6) 所属期刊栏目 DYNAMICS,VIBRATION,AND CONTROL
研究方向 页码范围 983-996
页数 14页 分类号
字数 语种 英文
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期刊影响力
力学学报(英文版)
双月刊
0567-7718
11-2063/O3
16开
北京中关村15号中科院力学所内
1985
eng
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1876
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7565
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