Pregled bibliografske jedinice broj: 1008041
Prediction of the Seismic Response of Multi- Storey Multi-Bay Masonry Infilled Frames Using Artificial Neural Networks and a Bilinear Approximation
Prediction of the Seismic Response of Multi- Storey Multi-Bay Masonry Infilled Frames Using Artificial Neural Networks and a Bilinear Approximation // Buildings, 9 (2019), 5; 1-21 doi:10.3390/buildings9050121 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 1008041 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Prediction of the Seismic Response of Multi- Storey Multi-Bay Masonry Infilled Frames Using Artificial Neural Networks and a Bilinear Approximation
Autori
Kalman Šipoš, Tanja ; Strukar, Kristina
Izvornik
Buildings (2075-5309) 9
(2019), 5;
1-21
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
masonry ; infilled frames ; capacity curve ; bilinear approximation ; neural networks ; database
Sažetak
In order to test the reliability of neural networks for the prediction of the behaviour of multi-storey multi-bay infilled frames, neural network processing was done on an experimental database of one-storey one-bay reinforced- concrete (RC) frames with masonry infills. From the obtained results it is demonstrated that they are acceptable for the prediction of base shear (BS) and inter-storey drift ratios (IDR) in characteristic points of the primary curve of infilled frame behaviour under seismic loads. The results obtained on one-storey one-bay infilled frames was extended to multi-bay infilled frames by evaluating and comparing numerical finite element modelling(FEM) modelling and neural network results with suggested approximating equations for the definition of bilinear capacity by defined BS and IDRs. The main goal of this paper is to offer an interpretation of the behaviour of multi-storey multi-bay masonry infilled frames according to a bilinear capacity curve, and to present the infilled frame’s response according to the contributions of frame and infill. The presented methodology is validated by experimental results from multi-storey multi-bay masonry infilled frames.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Ustanove:
Građevinski i arhitektonski fakultet Osijek
Citiraj ovu publikaciju:
Časopis indeksira:
- Web of Science Core Collection (WoSCC)
- Emerging Sources Citation Index (ESCI)
