Academic Journal

A Novel Hybrid Meta-Heuristic Algorithm for Optimum Performance-Based Seismic Designs (PBSDs) of Steel Shear Walls (SSWs)

التفاصيل البيبلوغرافية
العنوان: A Novel Hybrid Meta-Heuristic Algorithm for Optimum Performance-Based Seismic Designs (PBSDs) of Steel Shear Walls (SSWs)
المؤلفون: Behzad Eftekhar, omid rezayfar
المصدر: Numerical Methods in Civil Engineering, Vol 9, Iss 2, Pp 71-85 (2024)
بيانات النشر: K. N. Toosi University of Technology, 2024.
سنة النشر: 2024
المجموعة: LCC:Engineering (General). Civil engineering (General)
مصطلحات موضوعية: optimum high performance-based seismic design (ohpbsd), harmony search (hs), steel shear wall (ssw), multi-design variable configuration (multi-dvc), upper bound strategy (ubs), Engineering (General). Civil engineering (General), TA1-2040
الوصف: Steel Shear Walls (SSWs) exhibit suitable stiffness among various lateral force-resisting systems, and their application has been extended to tall buildings. In this research, the optimization of a High Performance-Based Seismic Design (HPBSD) of SSWs was introduced using a new optimization method. A hybrid algorithm was developed based on the Harmony Search (HS) algorithm, Multi-Design Variable Configuration (Multi-DVC) cascade optimization, and Upper-Bound Strategy (UBS). This new approach, termed MDVC-UHS, utilized cascade structural sizing optimization to manage numerous variables through a series of DVCs. The UBS was employed to reduce computational time, while the HS was used for global optimization. The MDVC-UHS algorithm was applied to optimize the dimensions of the steel shear wall in accordance with high performance-based seismic design principles. The research indicated that as the length of the SSW increased relative to its height, the more it was in the shear mode and the more usage it could have.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
تدمد: 2345-4296
2783-3941
Relation: https://nmce.kntu.ac.ir/article_213088_5004f9fcf2c1199a1dea4408bb6eb545.pdf; https://doaj.org/toc/2345-4296; https://doaj.org/toc/2783-3941
DOI: 10.61186/NMCE.653.1
URL الوصول: https://doaj.org/article/c4e590b106bd4353b4004dda3c0bf543
رقم الانضمام: edsdoj.4e590b106bd4353b4004dda3c0bf543
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:23454296
27833941
DOI:10.61186/NMCE.653.1