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Journal of Asian Architecture and Building Engineering - Vol. 15 , No. 3

[ Building Structures and Materials ]
Journal of Asian Architecture and Building Engineering - Vol. 15, No. 3, pp.557-564
ISSN: 1346-7581 (Print) 1347-2852 (Online)
Print publication date 30 Sep 2016
Received 08 Apr 2015 Accepted 11 Jul 2016
DOI: https://doi.org/10.3130/jaabe.15.557

An Adaptive Multi-objective Immune Algorithm for Optimal Design of Truss Structures
Liyu Xie1 ; Hesheng Tang*, 1, 2 ; Changyuan Hu1 ; Songtao Xue1, 3
1Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, China
2State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
3Department of Architecture, Tohoku Institute of Technology, Sendai, Japan

Correspondence to : *Hesheng Tang, Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, China E-mail; thstj@tongji.edu.cn

Funding Information ▼


In this paper, an adaptive immune clone selection algorithm for multi-objective optimization (AICSAMO) is proposed. A novel adaptive polynomial mutation operator with dynamic mutation probability is employed in AICSAMO. This adaptive mutation operator executes a rapid global search at the earlier stage of the algorithm and a fine-tuning search at the later stage of the algorithm, which adopts generation-dependent parameters to improve the convergence speed and global optimum searching ability. The effectiveness of AICSAMO is evaluated through the truss sizing and shape optimization problems of a 10-bar plane truss and a 25-bar space truss. According to the comparison of AICSAMO with various multi-objective optimization algorithms developed recently, the simulation results illustrate that AICSAMO has remarkable performance in finding a wider spread of optimal solutions and in maintaining better uniformity of the solutions with better convergence.

Keywords: immune algorithm, multi-objective optimization, adaptive mutation, sizing and shape optimization, truss structure

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