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  • 标题:Relationship between Static Stiffness and Modal Stiffness of Structures
  • 其他标题:Relationship between Static Stiffness and Modal Stiffness of Structures
  • 本地全文:下载
  • 作者:Endah Wahyuni ; Tianjian Ji Tianjian Ji
  • 期刊名称:Majalah Iptek = IPTEK : The Journal for Technology and Science
  • 印刷版ISSN:0853-4098
  • 电子版ISSN:2088-2033
  • 出版年度:2010
  • 卷号:21
  • 期号:2
  • DOI:10.12962/j20882033.v21i2.36
  • 语种:English
  • 出版社:IPTEK
  • 摘要:This paper derives the relationship between the static stiffness and modal stiffness of a structure. The static stiffness and modal stiffness are two important concepts in both structural statics and dynamics. Although both stiffnesses indicate the capacity of the structure to resist deformation, they are obtained using different methods. The former is calculated by solving the equations of equilibrium and the latter can be obtained by solving an eigenvalue problem. A mathematical relationship between the two stiffnesses was derived based on the definitions of two stiffnesses. This relationship was applicable to a linear system and the derivation of relationships does not reveal any other limitations. Verification of the relationship was given by using several examples. The relationship between the two stiffnesses demonstrated that the modal stiffness of the fundamental mode was always larger than the static stiffness of a structure if the critical point and the maximum mode value are at the same node, i.e. for simply supported beam and seven storeys building are 1.5% and 15% respectively. The relationship could be applied into real structures, where the greater the number of modes being considered, the smaller the difference between the modal stiffness and the static stiffness of a structure.
  • 关键词:static stiffness; modal stiffness; relationship of stiffnesses; frequency; static; dynamic
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