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- W2788057435 abstract "Twenty-eight masonry shear panels infilled in steel frames were tested to ultimate strength under in-plane, horizontal loading applied at roof level. The parameters investigated in this test series included interface conditions between panel edges and frame, column-to-panel ties, and panel reinforcements. Additionally, nine large-scale concrete masonry infilled panels were tested to destruction under uniformly distributed lateral pressure applied incrementally. Load-deformation measurements of the infill showed linear behaviour prior to first cracking. Non-linear behaviour of infill caused by panel cracking and arching action was prominent in the post-cracking range. Arching effects resulted in load significantly higher than that predicted with conventional methods. In parallel with the testing program, a computer based analytical technique was developed to predict arching strength of masonry panels infilled within steel frames. The technique was a fracture line analysis modified to account for arching action of the panel confined within a flexible steel frame. The analytical technique was found to correlate well with experimental results." @default.
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- W2788057435 date "1994-01-01" @default.
- W2788057435 modified "2023-09-28" @default.
- W2788057435 title "Behaviour of Concrete Masonry Infill - Steel Frame Structures" @default.
- W2788057435 hasPublicationYear "1994" @default.
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