scholarly journals Pareto Set Computation in Convex Multi-objective Design using Adaptive Response Surface Method (ARSM)

2016 ◽  
Vol 42 ◽  
pp. 05003
Author(s):  
Miguel A. Panesso ◽  
Camilo J. Cruz ◽  
Juan C. Bohorquez ◽  
Luis E. Muñóz ◽  
Néstor M. Peña ◽  
...  
2003 ◽  
Vol 125 (2) ◽  
pp. 210-220 ◽  
Author(s):  
G. Gary Wang

This paper addresses the difficulty of the previously developed Adaptive Response Surface Method (ARSM) for high-dimensional design problems. ARSM was developed to search for the global design optimum for computation-intensive design problems. This method utilizes Central Composite Design (CCD), which results in an exponentially increasing number of required design experiments. In addition, ARSM generates a complete new set of CCD points in a gradually reduced design space. These two factors greatly undermine the efficiency of ARSM. In this work, Latin Hypercube Design (LHD) is utilized to generate saturated design experiments. Because of the use of LHD, historical design experiments can be inherited in later iterations. As a result, ARSM only requires a limited number of design experiments even for high-dimensional design problems. The improved ARSM is tested using a group of standard test problems and then applied to an engineering design problem. In both testing and design application, significant improvement in the efficiency of ARSM is realized. The improved ARSM demonstrates strong potential to be a practical global optimization tool for computation-intensive design problems. Inheriting LHD points, as a general sampling strategy, can be integrated into other approximation-based design optimization methodologies.


Author(s):  
G. Gary Wang

Abstract This paper addresses the difficulty of the previously developed Adaptive Response Surface Method (ARSM) for high-dimensional design problems. The ARSM was developed to search for the global design optimum for computation-intensive design problems. This method utilized the Central Composite Designs (CCD), which resulted in an exponentially increasing number of required design experiments. In addition, the ARSM generates a complete new set of CCDs in a gradually reduced design space. These two factors greatly undermine the efficiency of the ARSM. In this work, the Latin Hypercube Designs (LHD) were utilized to generate saturated design experiments. Because of the use of Latin Hypercube Designs, the historical design experiments can be inherited in later iterations. The improved ARSM has been tested using a group of standard testing problems and then applied to an engineering design. In both testing and design application, significant efficiency improvement of the ARSM was observed. The ARSM at the current stage demonstrated strong potential to be an efficient global optimization tool for computation-intensive design problems.


AIAA Journal ◽  
2018 ◽  
Vol 56 (2) ◽  
pp. 862-873 ◽  
Author(s):  
Teng Long ◽  
Xin Li ◽  
Renhe Shi ◽  
Jian Liu ◽  
Xiaosong Guo ◽  
...  

Author(s):  
SOUMYA BHATTACHARJYA ◽  
SUBRATA CHAKRABORTY

The structural optimization under random load is dealt in the form of non-linear optimization with stochastic performance measures. The analysis considers the effect of randomness in the earthquake load only, considering other parameters as deterministic. But uncertainty is inevitable in any structural system. The primary objective of present study is to propose a robust optimization strategy in the framework of adaptive response surface method for linear dynamic system characterized by parameter uncertainties subjected to stochastic earthquake load. Essentially, the proposed formulation becomes two-criterion equivalent deterministic optimization problem, where the weighted sum of the mean and variance of desired objective is optimized. The associated stochastic constraints are derived by imposing a limit on failure probability. To avoid repeated evaluations of complex dynamic responses and their sensitivities, the adaptive response surface based approximation method is used to obtain the stochastic constraint of the related optimization problem. The formulation is elucidated by optimizing a three-storied concrete frame. The numerical results are presented to study the differences in optimum solutions obtained by the conventional and adaptive response surface method. The robust optimization results are compared with the results of stochastic optimization with deterministic system parameters to study the effect of parameter uncertainty.


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