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非平稳随机地震动作用下 MSCSS 动力可靠性分析
  • ISSN号:1000-2758
  • 期刊名称:《西北工业大学学报》
  • 时间:0
  • 分类:TP309.5[自动化与计算机技术—计算机系统结构;自动化与计算机技术—计算机科学与技术] O342[理学—固体力学;理学—力学]
  • 作者机构:[1]School of Urban Construction and Management, Yunnan University, Kunming 650091, China, [2]School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, Xi'an 710129, China
  • 相关基金:Project supported by the National Natural Science Foundation of China (No. 51078311).
中文摘要:

To compensate for the imperfection of traditional bi-directional evolutionary structural optimization, material interpolation scheme and sensitivity filter functions are introduced. A suitable filter can overcome the checkerboard and mesh-dependency. And the historical information on accurate elemental sensitivity numbers are used to keep the objective function converging steadily. Apart from rational intervals of the relevant important parameters, the concept of distinguishing between active and non-active elements design is proposed, which can be widely used for improving the function and artistry of structures directly, especially for a one whose accurate size is not given. Furthermore, user-friendly software packages are developed to enhance its accessibility for practicing engineers and architects. And to reduce the time cost for large timeconsuming complex structure optimization, parallel computing is built-in in the MATLAB codes.The program is easy to use for engineers who may not be familiar with either FEA or structure optimization. And developers can make a deep research on the algorithm by changing the MATLAB codes. Several classical examples are given to show that the improved BESO method is superior for its handy and utility computer program software.

英文摘要:

To compensate for the imperfection of traditional bi-directional evolutionary structural optimization, material interpolation scheme and sensitivity filter functions are introduced. A suitable filter can overcome the checkerboard and mesh-dependency. And the historical information on accurate elemental sensitivity numbers are used to keep the objective function converging steadily. Apart from rational intervals of the relevant important parameters, the concept of distinguishing between active and non-active elements design is proposed, which can be widely used for improving the function and artistry of structures directly, especially for a one whose accurate size is not given. Furthermore, user-friendly software packages are developed to enhance its accessibility for practicing engineers and architects. And to reduce the time cost for large timeconsuming complex structure optimization, parallel computing is built-in in the MATLAB codes. The program is easy to use for engineers who may not be familiar with either FEA or structure optimization. And developers can make a deep research on the algorithm by changing the MATLAB codes. Several classical examples are given to show that the improved BESO method is superior for its handy and utility computer program software.

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期刊信息
  • 《西北工业大学学报》
  • 中国科技核心期刊
  • 主管单位:中华人民共和国工业和信息化部
  • 主办单位:西北工业大学
  • 主编:胡沛泉
  • 地址:西安市友谊西路127号(西工大校园158号信箱)
  • 邮编:710072
  • 邮箱:xuebao@mwpu.edu.cn
  • 电话:029-88495455
  • 国际标准刊号:ISSN:1000-2758
  • 国内统一刊号:ISSN:61-1070/T
  • 邮发代号:52-182
  • 获奖情况:
  • 国内外数据库收录:
  • 美国化学文摘(网络版),荷兰文摘与引文数据库,美国工程索引,美国剑桥科学文摘,日本日本科学技术振兴机构数据库,中国中国科技核心期刊,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版),中国北大核心期刊(2000版)
  • 被引量:10173