Reliability Prediction of SMRF Based on the Combination of Neural Network And Incremental Dynamic Analysis
Öz
Anahtar Kelimeler
Kaynakça
- 2800 SN. (2007). Iranian Code of Practice for Seismic Resistant Design of Buildings. Iran: Building and Housing Research Center.
- 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.
- 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.
- FEMA F. (2003). Hazus-Mh-Mr1. Multi-Hazard Loss Estimation Methodology.
- Foutch. D. A. (2000). State of Art Report on Performance Prediction and Evaluation of Moment-Resisting Steel Frame Structures. SAC Rep. No. FEMA 355f.
- 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.
- 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.
- 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
Fooad Karımı Ghaleh Jough
*
0000-0003-0697-516X
Kuzey Kıbrıs Türk Cumhuriyeti
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
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