Araştırma Makalesi

Reliability Prediction of SMRF Based on the Combination of Neural Network And Incremental Dynamic Analysis

Cilt: 5 Sayı: 2 31 Aralık 2023
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Reliability Prediction of SMRF Based on the Combination of Neural Network And Incremental Dynamic Analysis

Öz

This paper conducts a comprehensive vulnerability analysis of steel structures, taking into account the stringent HAZUS restrictions. The demand distribution for each mode of failure takes the form of a normal logarithm after extracting the fragility chart. Thus, the two parameters of mean and standard deviation can be used to construct the fragility chart. A total of five modes of failure were used in this paper. Therefore, 10 unknown values were used to derive the fragility curves. Afterward, Incremental Dynamic Analysis (IDA) was used under 40 natural records to obtain the fragility curve. To save time in the analysis and prediction of structural responses, a neural network method was used to select records more efficiently. It was observed that this method is better than the analytical method in considering random uncertainty in steel structures when several acceleration values are used.

Anahtar Kelimeler

Kaynakça

  1. 2800 SN. (2007). Iranian Code of Practice for Seismic Resistant Design of Buildings. Iran: Building and Housing Research Center.
  2. Baker J. W, Allin Cornell. C. (2005). A Vector‐Valued Ground Motion Intensity Measure Consisting of Spectral Acceleration and Epsilon. Earthquake Engineering & Structural Dynamics, 34(10), 1193-1217.
  3. Celarec D, Dolšek M. (2013). The Impact of Modelling Uncertainties on the Seismic Performance Assessment of Reinforced Concrete Frame Buildings. Engineering Structures, 52, 340-354.
  4. FEMA F. (2003). Hazus-Mh-Mr1. Multi-Hazard Loss Estimation Methodology.
  5. Foutch. D. A. (2000). State of Art Report on Performance Prediction and Evaluation of Moment-Resisting Steel Frame Structures. SAC Rep. No. FEMA 355f.
  6. Jough. F. K. G, Şensoy S. (2016). Prediction of Seismic Collapse Risk of Steel Moment Frame Mid-Rise Structures By Meta-Heuristic Algorithms. Earthquake Engineering and Engineering Vibration, 15(4), 743-757.
  7. Karimi ghaleh jough F, Veghar M, Beheshti-Aval, S. B. (2021). Epistemic Uncertainty Treatment Using Group Method of Data Handling Algorithm in Seismic Collapse Fragility. Latin American Journal of Solids and Structures, 18,355.
  8. Karimi Ghaleh Jough F, Ghasemzadeh B. (2023). Uncertainty Interval Analysis of Steel Moment Frame by Development of 3D-Fragility Curves Towards Optimized Fuzzy Method. Arab J Sci Eng https://doi.org/10.1007/s13369-023-08223-8.

Ayrıntılar

Birincil Dil

İngilizce

Konular

Deprem Mühendisliği

Bölüm

Araştırma Makalesi

Yazarlar

Borhan Ghasemzadeh
0000-0002-7960-3503
Kuzey Kıbrıs Türk Cumhuriyeti

Erken Görünüm Tarihi

31 Aralık 2023

Yayımlanma Tarihi

31 Aralık 2023

Gönderilme Tarihi

21 Haziran 2023

Kabul Tarihi

28 Aralık 2023

Yayımlandığı Sayı

Yıl 2023 Cilt: 5 Sayı: 2

Kaynak Göster

APA
Karımı Ghaleh Jough, F., & Ghasemzadeh, B. (2023). Reliability Prediction of SMRF Based on the Combination of Neural Network And Incremental Dynamic Analysis. Journal of Innovations in Civil Engineering and Technology, 5(2), 91-105. https://doi.org/10.60093/jiciviltech.1317804
AMA
1.Karımı Ghaleh Jough F, Ghasemzadeh B. Reliability Prediction of SMRF Based on the Combination of Neural Network And Incremental Dynamic Analysis. JICivilTech. 2023;5(2):91-105. doi:10.60093/jiciviltech.1317804
Chicago
Karımı Ghaleh Jough, Fooad, ve Borhan Ghasemzadeh. 2023. “Reliability Prediction of SMRF Based on the Combination of Neural Network And Incremental Dynamic Analysis”. Journal of Innovations in Civil Engineering and Technology 5 (2): 91-105. https://doi.org/10.60093/jiciviltech.1317804.
EndNote
Karımı Ghaleh Jough F, Ghasemzadeh B (01 Aralık 2023) Reliability Prediction of SMRF Based on the Combination of Neural Network And Incremental Dynamic Analysis. Journal of Innovations in Civil Engineering and Technology 5 2 91–105.
IEEE
[1]F. Karımı Ghaleh Jough ve B. Ghasemzadeh, “Reliability Prediction of SMRF Based on the Combination of Neural Network And Incremental Dynamic Analysis”, JICivilTech, c. 5, sy 2, ss. 91–105, Ara. 2023, doi: 10.60093/jiciviltech.1317804.
ISNAD
Karımı Ghaleh Jough, Fooad - Ghasemzadeh, Borhan. “Reliability Prediction of SMRF Based on the Combination of Neural Network And Incremental Dynamic Analysis”. Journal of Innovations in Civil Engineering and Technology 5/2 (01 Aralık 2023): 91-105. https://doi.org/10.60093/jiciviltech.1317804.
JAMA
1.Karımı Ghaleh Jough F, Ghasemzadeh B. Reliability Prediction of SMRF Based on the Combination of Neural Network And Incremental Dynamic Analysis. JICivilTech. 2023;5:91–105.
MLA
Karımı Ghaleh Jough, Fooad, ve Borhan Ghasemzadeh. “Reliability Prediction of SMRF Based on the Combination of Neural Network And Incremental Dynamic Analysis”. Journal of Innovations in Civil Engineering and Technology, c. 5, sy 2, Aralık 2023, ss. 91-105, doi:10.60093/jiciviltech.1317804.
Vancouver
1.Fooad Karımı Ghaleh Jough, Borhan Ghasemzadeh. Reliability Prediction of SMRF Based on the Combination of Neural Network And Incremental Dynamic Analysis. JICivilTech. 01 Aralık 2023;5(2):91-105. doi:10.60093/jiciviltech.1317804

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