Abstract
A novel method by modified genetic algorithm (GA) for stiffness optimisation of coupled shear wall structure has been proposed. The method is established mainly for lateral stiffness and torsional stiffness optimisation simultaneously, which aims to search optimum shear wall distribution using modified GA. A new concept of torsional moment has been defined to depict the torsional performance. Other than traditional crossover and mutation, a modified coding system is proposed to describe the shear wall properties. Moreover, partial derivations of inertia moment and torsional moment are defined as selective probability in modified GA. A chart-based optimum procedure has been given to reveal the operational progresses based on the modified GA method. Finally, a case study of coupled shear wall structure is used to demonstrate the feasibility and efficiency of the proposed method.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: European Journal of Environmental and Civil Engineering
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
