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无单元法求解平面框架的动力特性

Solution to dynamic characteristics of planar frame with element-free Galerkin method
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摘要 以轴力杆、欧拉梁的无单元计算为基础,将简单构件的无单元动力特性分析推进到实际结构的无单元动力仿真.计算了一个11层钢筋混凝土高层结构,实现了无单元法求解多层多跨平面框架动力特性,达到了预期的效果,验证了无单元法求解平面框架结构动力特性的可行性和有效性. Based on element -free Galerkin methed for axial pole and Euler beam, dynamic teristic analysis is advanced from simple constructional elements to a construction. An eleven reinforced concrete building is calculated. The dynamic characteristic analysis of planar frame and achieved anticipated effect. It is confirmed that the new method is feasible and effective in to dynamic characteristics of planar frame. charac- - storey is made solution
作者 吴琛 周瑞忠
机构地区 福建工程学院土木工程系 福州大学土木工程学院
出处 《福州大学学报（自然科学版）》 CAS CSCD 北大核心 2011年第2期254-259,共6页 Journal of Fuzhou University(Natural Science Edition)
基金 福建省自然科学基金资助项目(2010J05103) 福建省教育厅科研资助项目(JA08173JB08188) 福建工程学院引进人才科研启动基金资助项目(GY-Z0804)
关键词 无单元法 程序分析 平面框架 动力特性 element -free Galerkin method program analysis planar frame dynamic characteristics
分类号 O242 [理学—计算数学]
  • 相关文献

参考文献15

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二级参考文献23

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共引文献22

福州大学学报（自然科学版）
2011年 第2期

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