[1]林建华.压杆非保守稳定问题的边界区域单元法[J].华侨大学学报(自然科学版),1992,13(2):218-225.[doi:10.11830/ISSN.1000-5013.1992.02.0218]
　Lin Jianhua.Border Zone Element Method for Solving the Stability of Compression Member Subjected to Non-Conservative Forces[J].Journal of Huaqiao University(Natural Science),1992,13(2):218-225.[doi:10.11830/ISSN.1000-5013.1992.02.0218]
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压杆非保守稳定问题的边界区域单元法()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第13卷
期数:
1992年第2期
页码:
218-225
栏目:
出版日期:
1992-04-20

文章信息/Info

Title:
Border Zone Element Method for Solving the Stability of Compression Member Subjected to Non-Conservative Forces
作者:
林建华
华侨大学土木工程系
Author(s):
Lin Jianhua
关键词:
边界区域单元法;  稳定;  非保守力
Keywords:
border zone element method;  stability;  non-conservative force
DOI:
10.11830/ISSN.1000-5013.1992.02.0218
摘要:
本文利用作者在文[1]中提出的边界区域单元法,求解非保守力作用下的压杆稳定问题,建立了求解Beck杆Leipholz杆临界荷载的统一计算程序,并给出了不同边界条件下的临界荷载。
Abstract:
For solving the stability of compression member subjected to non-conservative forces,this paper makes use of border zone element method presented by the author in literature.An unified program is formed for computing critical load of Beck bar and Leipholz

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更新日期/Last Update: 2014-03-22