POST-EARTHQUAKE EVALUATION OF STRUCTURESTHROUGH THE MODEL UPDATING DAMAGE DETECTIONMETHOD USING PSO OPTIMIZATION ALGORITHM ANDDIFFERENT FITNESS FUNCTIONS

  • سال انتشار: 1403
  • محل انتشار: نهمین کنفرانس بین­ المللی زلزله­ شناسی و مهندسی زلزله
  • کد COI اختصاصی: SEE09_038
  • زبان مقاله: انگلیسی
  • تعداد مشاهده: 169
دانلود فایل این مقاله

نویسندگان

Ali Rahmanikhah

Ph.D. Student, Department of Civil Engineering, Shahid Rajaee Teacher Training University, Tehran, Iran,

Mussa Mahmoudi

Professor, Structural Engineering of the Department of Civil Engineering, Shahid Rajaee Teacher TrainingUniversity, Tehran, Iran,

چکیده

The assessment of structures after an earthquake is a critical aspect of ensuring the safety andreliability of structural engineering. This study presents an evaluation of the efficacy of four fitnessfunctions based on modal characteristics of structures and the Particle Swarm Optimization (PSO)Algorithm in the context of structural damage detection. The primary aim is to assess the capabilitiesof this algorithm with different fitness functions in accurately identifying the location and severity ofdamage within the structures. The findings of this study underscore the varying degrees of accuracyand computational efficiency exhibited by PSO optimization algorithms in detecting damage withinthe truss-like structures. By assessing their effectiveness across a damage scenario, this researchprovides valuable insights into selecting the most suitable fitness function for use in optimizationalgorithms in model updating techniques based on the specific characteristics of the structuralproblem. The obtained results show that all four fitness functions almost reached the correct answer onthe other hand the location and severity of damage introduced in the target model were fulfilled by allfitness functions after ۶۰۲۰ function evaluations. Among these results, Fitness_۱ has the best resultsdue to the minimum Root Mean Square Error (RMSE) of results and simultaneously solving theproblem in lesser function evaluation. After that, the Fitness_۴, Fitness_۲, and Fitness_۳ withminimum RMSE and function evaluations find the solution result. Therefore, the proposed fitnessfunctions to find the location and severity of damage in truss structures are Fitness_۱, Fitness_۴,Fitness_۲, and Fitness_۳ respectively.

کلیدواژه ها

Natural Frequency, Damage Detection, Model Updating, Fitness Function, PSO Algorithm

مقالات مرتبط جدید

اطلاعات بیشتر در مورد COI

COI مخفف عبارت CIVILICA Object Identifier به معنی شناسه سیویلیکا برای اسناد است. COI کدی است که مطابق محل انتشار، به مقالات کنفرانسها و ژورنالهای داخل کشور به هنگام نمایه سازی بر روی پایگاه استنادی سیویلیکا اختصاص می یابد.

کد COI به مفهوم کد ملی اسناد نمایه شده در سیویلیکا است و کدی یکتا و ثابت است و به همین دلیل همواره قابلیت استناد و پیگیری دارد.