Zhou Liping, Ling Yun, Xu Bin. INTEGRATED OPTIMIZATION OF STEEL STRUCTURE AND CONTROL SYSTEM UNDER COUPLING EARTHQUAKE BASED ON ARTIFICIAL FISH SWARM ALGORITHM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 164-169. doi: 10.13204/j.gyjz2001407034
Citation:
Zhou Liping, Ling Yun, Xu Bin. INTEGRATED OPTIMIZATION OF STEEL STRUCTURE AND CONTROL SYSTEM UNDER COUPLING EARTHQUAKE BASED ON ARTIFICIAL FISH SWARM ALGORITHM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 164-169. doi: 10.13204/j.gyjz2001407034
Zhou Liping, Ling Yun, Xu Bin. INTEGRATED OPTIMIZATION OF STEEL STRUCTURE AND CONTROL SYSTEM UNDER COUPLING EARTHQUAKE BASED ON ARTIFICIAL FISH SWARM ALGORITHM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 164-169. doi: 10.13204/j.gyjz2001407034
Citation:
Zhou Liping, Ling Yun, Xu Bin. INTEGRATED OPTIMIZATION OF STEEL STRUCTURE AND CONTROL SYSTEM UNDER COUPLING EARTHQUAKE BASED ON ARTIFICIAL FISH SWARM ALGORITHM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 164-169. doi: 10.13204/j.gyjz2001407034
The current anti-seism design method of civil engineering structure possibly loses system optimal solution
because it does not consider the mutual coupling effect between structure design and control design. The collaborative
optimization strategy is used for the integrated optimization of steel structure and control systems. The equation of
motion for steel structure including MRD under coupling earthquake is built,where the instantaneous optimal control
strategy is applied for the control design. The integrated optimization model for the controlled structures is
established. The multi-objective AFSA is chosen as the optimization method for the integrated optimization. The
results of a numerical example show that structure and control system have better properties after the integrated
optimization than those after the serial design,and the optimal structural weight under coupling earthquake is larger
than that under horizontal earthquake only.