The optimal drift design method to control the elastic and inelastic performance of steel moment frames

S. W. Choi, J. H. Lee, Y. S. Kim, H. S. Park

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

This study presents the optimal drift design method to control the elastic and inelastic performance of steel moment frames. This is formulated as a problem that minimizes the lateral displacement at the top of a building satisfying the constraints on the total structural weight and the column-to-beam strength ratios at the joints. This uses the resizing method based on the linear static analysis. The resizing method can increase the stiffness of buildings without the increase of structural weight because of resizing the size of elements based on the displacement participation factor (DPF) calculated by the unit-load method. Simultaneously, this can control the inelastic performance of a building through the constraints on the column-to-beam strength ratios at the joints. The proposed method is demonstrated by application to the steel moment frame example. It is confirmed that the initial stiffness and dissipated energy of the redesigned structure are controlled.

Original languageEnglish
Title of host publicationProceedings of the 11th International Conference on Computational Structures Technology, CST 2012
PublisherCivil-Comp Press
Volume99
ISBN (Print)9781905088546
Publication statusPublished - 2012 Jan 1
Event11th International Conference on Computational Structures Technology, CST 2012 - Dubrovnik, Croatia
Duration: 2012 Sep 42012 Sep 7

Other

Other11th International Conference on Computational Structures Technology, CST 2012
CountryCroatia
CityDubrovnik
Period12/9/412/9/7

Fingerprint

Stiffness
Steel
Static analysis

All Science Journal Classification (ASJC) codes

  • Environmental Engineering
  • Civil and Structural Engineering
  • Computational Theory and Mathematics
  • Artificial Intelligence

Cite this

Choi, S. W., Lee, J. H., Kim, Y. S., & Park, H. S. (2012). The optimal drift design method to control the elastic and inelastic performance of steel moment frames. In Proceedings of the 11th International Conference on Computational Structures Technology, CST 2012 (Vol. 99). Civil-Comp Press.
Choi, S. W. ; Lee, J. H. ; Kim, Y. S. ; Park, H. S. / The optimal drift design method to control the elastic and inelastic performance of steel moment frames. Proceedings of the 11th International Conference on Computational Structures Technology, CST 2012. Vol. 99 Civil-Comp Press, 2012.
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Choi, SW, Lee, JH, Kim, YS & Park, HS 2012, The optimal drift design method to control the elastic and inelastic performance of steel moment frames. in Proceedings of the 11th International Conference on Computational Structures Technology, CST 2012. vol. 99, Civil-Comp Press, 11th International Conference on Computational Structures Technology, CST 2012, Dubrovnik, Croatia, 12/9/4.

The optimal drift design method to control the elastic and inelastic performance of steel moment frames. / Choi, S. W.; Lee, J. H.; Kim, Y. S.; Park, H. S.

Proceedings of the 11th International Conference on Computational Structures Technology, CST 2012. Vol. 99 Civil-Comp Press, 2012.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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Choi SW, Lee JH, Kim YS, Park HS. The optimal drift design method to control the elastic and inelastic performance of steel moment frames. In Proceedings of the 11th International Conference on Computational Structures Technology, CST 2012. Vol. 99. Civil-Comp Press. 2012