Multi-platform modelling of masonry infilled frames

2021 ◽  
Vol 43 ◽  
pp. 102561
Author(s):  
Alex Brodsky ◽  
Xu Huang
Keyword(s):  
Infilled Frames ◽  
Masonry Infilled Frames

Experimental Out-Of-Plane Behavior of Brick Masonry Infilled Frames

2018 ◽  
Vol 14 (2) ◽  
pp. 221-237 ◽  
Author(s):  
Farhad Akhoundi ◽  
Graça Vasconcelos ◽  
Paulo Lourenço
Keyword(s):  
Brick Masonry ◽  
Infilled Frames ◽  
Out Of Plane ◽  
Masonry Infilled Frames

Multi-strut macro-model for masonry infilled frames with openings

2020 ◽  
Vol 32 ◽  
pp. 101683
Author(s):  
Mohammad Yekrangnia ◽  
Panagiotis G. Asteris
Keyword(s):  
Infilled Frames ◽  
Macro Model ◽  
Masonry Infilled Frames

scholarly journals Prediction of the Seismic Response of Multi-Storey Multi-Bay Masonry Infilled Frames Using Artificial Neural Networks and a Bilinear Approximation

Buildings ◽  
2019 ◽  
Vol 9 (5) ◽  
pp. 121 ◽  
Author(s):  
Tanja Kalman Šipoš ◽  
Kristina Strukar
Keyword(s):  
Neural Network ◽  
Neural Networks ◽  
Base Shear ◽  
Infilled Frames ◽  
Experimental Database ◽  
Masonry Infills ◽  
Rc Frames ◽  
Characteristic Points ◽  
Numerical Finite Element ◽  
Masonry Infilled Frames

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.

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