Simultaneous optimization of structural shape and control system of large-scale space frame based on sine wave inputs

M. Dan, M. Kohiyama

研究成果: Article査読

抄録

This paper proposes a simultaneous optimal design method of asymmetric large-scale space frames with tuned mass dampers (TMDs). The objective function is defined by the maximum absolute acceleration response of the structure to input ground motions of sine waves. Sine waves of periods with the five natural periods having large modal participation factors of the structure are input, and the maximum responses are calculated by time-history response analysis to evaluate the objective function. The shape of the space frame, i.e. nodal coordinates of the space frame's joints, is described by a Bézier surface to reduce the number of design variables. The change from the initial values of the nodal coordinates is constrained to preserve the initial design shape, which is provided by an architect. The method employs a genetic algorithm in optimization. In addition, a case study is conducted for an asymmetric steel space frame of a vault-like shape. The results confirm the reduction of maximum absolute acceleration responses in the optimal shapes not only to the five sine waves but also to four scaled ground motion records. Moreover, the presence of TMDs enables the reduction of the peak response value and maintains similarity to the initial shape.

本文言語English
ページ(範囲)164-178
ページ数15
ジャーナルInternational Journal of Safety and Security Engineering
4
2
DOI
出版ステータスPublished - 2014 1 1

ASJC Scopus subject areas

  • Safety, Risk, Reliability and Quality
  • Environmental Science(all)

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