Volume 4, Issue 1 (3-2014)
IJOCE 2014, 4(1): 27-39 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Jin J, Li L, He J. INVESTIGATION OF SEISMIC PERFORMANCE OF STEEL FRAMES BASED ON A QUICK GROUP SEARCH OPTIMIZER. IJOCE 2014; 4 (1) :27-39
URL: http://ijoce.iust.ac.ir/article-1-160-en.html
URL: http://ijoce.iust.ac.ir/article-1-160-en.html
Abstract: (21061 Views)
A quick group search optimizer (QGSO) is an intelligent optimization algorithm which has been applied in structural optimal design, including the hinged spatial structural system. The accuracy and convergence rate of QGSO are feasible to deal with a spatial structural system. In this paper, the QGSO algorithm optimization is adopted in seismic research of steel frames with semi-rigid connections which more accurately reflect the practical situation. The QGSO is combined with the constraint from the penalty coefficients and dynamic time-history analysis. The performance of the QGSO on seismic design has been tested on a two-bay five-layer steel frame in this paper. The result shows that, compared with the PSO algorithm, the QGSO algorithm has better performance in terms of convergence rate and the ability to escape from local optimums. Moreover, it is feasible and effective to apply the QGSO to the seismic optimal design of steel framework.
Keywords: quick group search optimizer, semi-rigid connection, seismic optimal design, discrete variables, time history analysis
Type of Study: Research |
Subject:
Optimal design
Received: 2014/04/3 | Accepted: 2014/04/3 | Published: 2014/04/3
Received: 2014/04/3 | Accepted: 2014/04/3 | Published: 2014/04/3
| Rights and permissions | |
 | This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
