Results 11 to 20 of about 5,692 (235)
Analytical modeling of masonry-infilled RC frames retrofitted with textile-reinforced mortar [PDF]
This paper proposes an analytical approach for modeling the behavior of textile-reinforced mortar (TRM)-strengthened masonry-infilled reinforced-concrete (RC) frames under seismic loading.
Bousias, S.N. +2 more
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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 ...
Tanja Kalman Šipoš, Kristina Strukar
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Experimental investigation on the ultimate strength of partially infilled and steel-braced reinforced concrete frames [PDF]
Infilled walls are normally considered as nonstructural elements. However, these walls are effective in carrying lateral loads. In this regard, an experimental investigation was planned and conducted to study the effect of braced and partially concrete ...
Shailendra Damodar Dubey, Sunil Y Kute
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Strengthening of RC Frames With Infill Walls Using High Strength Lightweight Concrete Panels
This study proposed a practical seismic retrofit method for RC frames. For this purpose, a quasi-static loading was applied to 8 RC frames in finite element analysis software, Abaqus, and frames were pushed 45 mm laterally. High-strength fiber-reinforced
Hakan Koman
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This study analytically investigates the behaviour of trapezoidal infilled frames (TIFs) with brick masonry infills having openings and various interface materials between the brick panel and reinforced concrete frame.
Vishali Mugunth Kumar +3 more
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Effect of Masonry Infill Constitutive Law on the Global Response of Infilled RC Buildings
Masonry-infilled reinforced concrete frames represent a very common construction typology across the Mediterranean countries. The presence of infills substantially modifies the global seismic performances of buildings in terms of strength, stiffness, and
Marco Gaetani d’Aragona +2 more
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Engineered Cementitious Composites Effects on Seismic Strengthening of Non-ductile RC frames with masonry infills [PDF]
Performance of fiber reinforced Engineered Cementitious Composites (ECC) strengthened by non-ductile Reinforced Concrete (RC) frames with hollow clay brick masonry infill subjected to quasi-static in-plane loading was experimentally assessed herein.
M.K. Sharbatdar, A.R Tajari
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Experimental Study on Seismic Behaviour of RC Frames with Different Infilled Masonry [PDF]
Six 1/2 scaled, single-storey, one-bay frame specimens were tested in this study to investigate the seismic behavior of masonry infilled reinforced concrete (RC) frames subjected to lateral loading. The variables investigated include types of masonry and
Deng, X-F., Fu, F., Qian, K., Wang, L.
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In the present study, the behaviour of infilled RC frames under earthquake loading is investigated numerically, and the influence of three different concrete material models on the in-plane behaviour of infilled RC frames is evaluated using the finite ...
Mehmet Ömer Timurağaoğlu +2 more
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The over-strength coefficient is one of the key factors for the seismic safety of a structure. For RC frames, the infill wall may improve the lateral bearing capacity, while the seismic demand increases as well, which leads to the unexpected seismic ...
Xiaomin Wang +4 more
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